Reference

Glossary

Every technical word in the course and what it means in plain language, with flashcards for practice.

Every technical term in the course, with a plain-language meaning. On every page these words are marked with a dotted underline: hover or tap one to see its meaning. The “Used in” links point to the sections where each term appears.

Flashcards — term ⇄ meaning
Ch 1 · Units and Measurement
TermMeaningUsed in
absolute errorExam extension: the magnitude of the difference between a single measurement and the mean value, $|a_i-\bar a|$.1.2
base quantityOne of the seven independent quantities of the SI (length, mass, time, electric current, temperature, amount of substance, luminous intensity) from which all others are defined.1.1 1.3
base unitThe unit of a base quantity: m, kg, s, A, K, mol, cd.1.1 1.3 7.1
derived unitA unit built from base units through the defining equation of a quantity, e.g. $1\ \text{N}=1\ \text{kg m s}^{-2}$.1.1 1.3
dimensional analysisUsing the dimensions of quantities to check equations, convert units and deduce the form of relations between quantities.1.3 9.3 13.3
dimensional constantA constant of nature that has dimensions, such as $G$, $h$ or $c$ (unlike pure numbers such as $2\pi$).1.3
dimensional equationAn equation equating a quantity's dimensions to its dimensional formula, e.g. $[v]=[\text{L}\,\text{T}^{-1}]$.1.3
dimensional formulaThe expression of a quantity in terms of the base dimensions, such as $[\text{M}\,\text{L}^2\text{T}^{-2}]$ for energy.1.3 5.1 6.2 7.1
dimensionless quantityA quantity with dimensions $[\text{M}^0\text{L}^0\text{T}^0]$, such as strain, an angle or a ratio of like quantities.
dimensions of a quantityThe powers to which the base quantities (M, L, T, …) are raised to represent a physical quantity; e.g. force has dimensions $[\text{M}\,\text{L}\,\text{T}^{-2}]$.1.3
exact numberA counted or defined number (20 oscillations, the 2 in $2\pi r$) with unlimited significant figures; it never limits the precision of a result.1.2 13.1
least countThe smallest division of an instrument's scale, e.g. $1\ \text{mm}$ for a metre rule.1.2 8.2
percentage errorExam extension: the mean absolute error divided by the mean value, times $100\%$.1.2
physical quantityA measurable property of a body or process, written as a numerical value times a unit: $Q=n\,u$.1.1 1.3 3.1 6.2
prefixA word or symbol placed before a unit to multiply it by a power of ten, e.g. kilo (k, $10^3$), micro (µ, $10^{-6}$).1.1
principle of homogeneityEvery term of a physically correct equation has the same dimensions.1.3
radianThe unit of plane angle: the angle subtended at the centre of a circle by an arc equal in length to the radius; $\theta=s/r$.1.1 1.3 3.4 6.2
rounding offDropping the digits beyond the significant ones; if the dropped part is exactly half, the last kept digit is made even.1.2
scientific notationWriting a number as $a\times10^b$ with $1\le a\lt10$; only the digits of $a$ are significant.1.1 1.2
SIThe International System of Units, the agreed metric system used in science, built on seven base units fixed by exact values of constants of nature.1.1 1.3 2.1 2.2
significant figuresThe digits of a measured value that are known reliably, plus the first uncertain digit.1.1 1.2 13.1 13.2
steradianThe unit of solid angle: $\Omega=A/r^2$ for a patch of area $A$ on a sphere of radius $r$; the whole sphere is $4\pi\ \text{sr}$.1.1
Ch 2 · Motion in a Straight Line
TermMeaningUsed in
acceleration due to gravityThe acceleration $g$ of a freely falling body, about $9.8\ \text{m/s}^2$ downwards near the Earth's surface; the same for all bodies at a given place.1.3 2.3 7.2
average accelerationChange in velocity divided by the time taken, $\bar a=\Delta v/\Delta t$; the slope of a chord of the v–t graph.2.2 3.1 3.3 3.4
average speedTotal path length divided by the total time taken; never negative.2.1 2.2 2.3 3.1
average velocityDisplacement divided by the time taken, $\bar v=\Delta x/\Delta t$; the slope of a chord of the x–t graph.2.1 2.2 2.3 3.3
a–t graphA graph of acceleration against time; the signed area under it is the change in velocity.2.2
braking distanceThe distance covered while braking from speed $u$ to rest, $\dfrac{u^2}{2|a|}$ for constant deceleration; it grows as the square of the speed.2.3 5.1
displacementThe change in position, $\Delta x=x_2-x_1$; it has a magnitude and a direction (sign) and depends only on the start and end points.1.3 2.1 2.2 2.3
frame of referenceA coordinate system (origin and axes) together with a clock, fixed to a chosen body, in which positions and times are measured.2.1 3.1 4.1
free fallMotion under gravity alone, with air resistance negligible; near the Earth the acceleration is $g=9.8\ \text{m/s}^2$ downwards for every body.2.3 3.3 4.3 7.2
Galileo's law of odd numbersFrom rest with constant acceleration, the distances covered in successive equal time intervals are in the ratio $1:3:5:7:\ldots$2.3
instantaneous accelerationThe rate of change of velocity at an instant, $a=dv/dt=d^2x/dt^2$; the slope of the tangent to the v–t graph. Unit $\text{m/s}^2$.2.2 3.4
instantaneous speedThe magnitude of the instantaneous velocity, $|v|$ — the reading of a speedometer.2.1
instantaneous velocityThe velocity at one instant, $v=\lim_{\Delta t\to0}\Delta x/\Delta t=dx/dt$; the slope of the tangent to the x–t graph.2.1 2.3
kinematic equationsThe relations $v=u+at$, $x-x_0=ut+\tfrac12at^2$, $v^2=u^2+2a(x-x_0)$ and $x-x_0=\tfrac12(u+v)t$, valid only for constant acceleration.1.3 2.3 3.3
path lengthThe total length of the path actually covered (distance travelled); never negative and never less than the magnitude of the displacement.2.1 2.2 2.3 3.1
point objectA body treated as a single point because its size is small compared with the distance it moves.2.1 3.3
reaction timeThe time between noticing a hazard and starting to act (e.g. pressing the brake); the vehicle moves at full speed during it.2.3
relative velocityExam extension: the velocity of B as measured by A, $v_{BA}=v_B-v_A$ (in one dimension).2.3 3.3
retardationAn acceleration directed opposite to the velocity, so that the body slows down (also called deceleration).2.2 2.3 4.1 4.2
signed areaArea between a graph and the time axis, counted positive above the axis and negative below; under a v–t graph it equals $\int v\,dt$, the displacement.2.2 2.3 5.1 5.2
stopping distanceReaction distance plus braking distance: $d_s=ut_r+\dfrac{u^2}{2|a|}$ for constant deceleration.2.3 4.1 4.3 5.1
uniform motionMotion along a straight line with constant velocity; its x–t graph is a straight line.2.1 4.1 13.1
uniformly accelerated motionMotion in which the acceleration has the same value at every instant; its v–t graph is a straight line.2.3 14.2
v–t graphA graph of velocity against time; its slope is the acceleration and the signed area under it is the displacement.2.2 2.3 4.1
x–t graphA graph of position against time; its slope at any instant is the velocity.2.1 2.2 2.3
Ch 3 · Motion in a Plane
TermMeaningUsed in
angle of projectionThe angle $\theta$ between a projectile's initial velocity and the horizontal.3.3
angular displacementThe angle $\Delta\theta$ (in radians) through which the radius to a body turns; the arc covered is $r\,\Delta\theta$.3.4 13.3
angular speedThe rate of turning, $\omega=\dfrac{d\theta}{dt}$, in rad/s; for uniform circular motion $\omega=\dfrac{2\pi}{T}=\dfrac vr$.1.3 3.4 4.4 6.2
centripetal accelerationThe acceleration of a body in uniform circular motion, directed towards the centre, of magnitude $a_c=\dfrac{v^2}{r}=\omega^2r$.3.4 4.1 4.4 6.2
complementary angles of projectionLaunch angles $\theta$ and $90^\circ-\theta$; with the same speed on level ground they give the same range.3.3
component vectorThe vectors $A_x\hat{\mathbf{i}}$ and $A_y\hat{\mathbf{j}}$ along the axes whose sum is $\mathbf{A}$.3.2
direction cosinesThe cosines of the angles $\alpha$, $\beta$, $\gamma$ a vector makes with the $x$, $y$, $z$ axes: $A_x/A$, $A_y/A$, $A_z/A$; their squares add to 1.
equal vectorsVectors with the same magnitude and the same direction; an arrow may be moved parallel to itself without changing the vector.3.1
frequency of revolutionThe number of revolutions per second, $\nu=\dfrac1T$, in hertz; $\omega=2\pi\nu$.
horizontal rangeThe horizontal distance a projectile travels before returning to its launch level, $R=\dfrac{u^2\sin2\theta}{g}$; greatest ($u^2/g$) at $45^\circ$.3.3
law of cosines (vectors)For two vectors at angle $\theta$ drawn tail to tail, $|\mathbf{A}+\mathbf{B}|^2=A^2+B^2+2AB\cos\theta$.3.2 13.1
maximum height of a projectileThe greatest height above the launch level, reached when the vertical velocity is zero: $H=\dfrac{u^2\sin^2\theta}{2g}$.2.3 3.3
parallelogram law of vector additionDraw $\mathbf{A}$ and $\mathbf{B}$ from a common tail and complete the parallelogram; $\mathbf{A}+\mathbf{B}$ is the diagonal from the common tail.3.1
period of revolutionThe time $T$ for one complete trip round a circle; $T=\dfrac{2\pi r}{v}$.7.1 13.1
polygon lawTo add several vectors, lay them head to tail in any order; the resultant runs from the first tail to the last head.3.1
position vectorThe arrow $\mathbf{r}$ from a chosen origin to the point where a body is; it depends on the choice of origin.3.1 3.3 3.4 6.1
projectileA body that, once launched, moves under gravity alone; near the Earth (no air resistance) its acceleration is $g$ vertically down.3.3 3.4 4.1 6.1
rectangular componentsThe signed numbers $A_x=A\cos\theta$ and $A_y=A\sin\theta$ for which $\mathbf{A}=A_x\hat{\mathbf{i}}+A_y\hat{\mathbf{j}}$; they depend on the choice of axes.3.2
resolution of a vectorSplitting a vector into component vectors along chosen (usually perpendicular) directions.3.2
resultantThe single vector equal to the sum of two or more vectors, $\mathbf{R}=\mathbf{A}+\mathbf{B}+\dots$3.1 3.2 4.1 4.2
rpmRevolutions per minute: $1\ \text{rpm}=\tfrac1{60}\ \text{rev/s}$, so $\omega=2\pi\times\dfrac{\text{rpm}}{60}\ \text{rad/s}$.3.4 4.4 6.2 6.3
scalarA quantity fixed completely by a number and a unit (mass, time, speed, energy); scalars combine by ordinary arithmetic.3.1 3.2
time of flightThe total time a projectile is in the air; on level ground $T=\dfrac{2u\sin\theta}{g}$.2.3 3.3
trajectoryThe path followed by a moving body; for a projectile it is a parabola, $y=x\tan\theta-\dfrac{gx^2}{2u^2\cos^2\theta}$.3.3
triangle law of vector additionPlace the tail of $\mathbf{B}$ at the head of $\mathbf{A}$; $\mathbf{A}+\mathbf{B}$ runs from the tail of $\mathbf{A}$ to the head of $\mathbf{B}$.3.1 3.2
uniform circular motionMotion along a circle at constant speed; the velocity's direction changes continuously, so the body accelerates towards the centre.3.4 4.4 13.1 13.2
unit vectorA vector of magnitude 1 with no unit, showing only a direction: $\hat{\mathbf{A}}=\mathbf{A}/A$; $\hat{\mathbf{i}},\hat{\mathbf{j}},\hat{\mathbf{k}}$ point along the $x$, $y$, $z$ axes.3.2 5.1 6.2 7.1
vectorA quantity with magnitude and direction that adds by the triangle law (displacement, velocity, force); printed in bold, $\mathbf{A}$, with magnitude $A=|\mathbf{A}|$.2.3 3.1 3.2 3.3
zero vectorThe vector $\mathbf{0}$ of magnitude zero and undefined direction, e.g. $\mathbf{A}+(-\mathbf{A})$ or the displacement round a closed path.3.1 3.2 5.1 6.2
Ch 4 · Laws of Motion
TermMeaningUsed in
action–reaction pairThe two equal and opposite forces of Newton's third law; they act on different bodies, so they never cancel each other.4.2 7.1
angle of bankingThe angle $\theta$ at which a curved road is tilted; for no friction at speed $v_0$, $\tan\theta=\dfrac{v_0^2}{rg}$.4.4
angle of reposeThe largest angle of an incline on which a body stays at rest; $\tan\theta_r=\mu_s$.4.3
apparent weightThe normal force from a supporting surface (what a scale reads), $N=m(g+a)$ with $a$ upward; zero in free fall.4.4
Atwood machineTwo masses joined by a string over a pulley; the heavier falls with $a=\dfrac{m_1-m_2}{m_1+m_2}g$ and $T=\dfrac{2m_1m_2g}{m_1+m_2}$.4.4 6.1
banked roadA curved road tilted so that its outer edge is higher; the normal force then leans towards the centre and helps provide the centripetal force.4.4
centripetal forceThe net force towards the centre on a body moving in a circle, $F_c=\dfrac{mv^2}{r}$; it is supplied by real forces such as tension, friction, gravity or a normal force.1.3 4.4 6.2 7.1
coefficient of frictionThe dimensionless ratio $\mu=f/N$ for a pair of surfaces: $\mu_s$ for limiting static friction, $\mu_k$ for sliding.4.3 4.4 5.1 5.3
connected bodiesBodies linked by strings, rods or contact so that they move with accelerations of equal size; solved with one free-body diagram per body.4.4
conservation of linear momentumIf the net external force on a system is zero, its total momentum $m_1\mathbf{v}_1+m_2\mathbf{v}_2+\dots$ stays constant.4.2 5.3 6.1
equilibrium of a particleThe state of zero net force, $\sum\mathbf{F}=\mathbf{0}$ (each component zero): the particle is at rest or moves with constant velocity.4.3
external forceA force exerted on a body of a system by something outside the system; only external forces change the system's total momentum.4.1 4.2 5.3 6.1
free-body diagramA sketch of one body on its own with an arrow for every force acting on it (and none of the forces it exerts on other bodies).4.3 4.4 5.1 6.3
impulseForce times the time for which it acts, $\mathbf{J}=\mathbf{F}\,\Delta t$ (the area under a force–time graph); it equals the change in momentum.1.1 1.3 4.1 4.2
impulsive forceA very large force acting for a very short time (a bat on a ball, a hammer blow), described by its impulse rather than its size at each instant.4.1 4.2
inertiaThe tendency of a body to resist any change in its state of rest or of uniform motion in a straight line; mass is its measure.4.1 4.4 6.3 7.2
inertial frame of referenceA frame of reference that is not accelerating, in which Newton's laws hold; the ground is very nearly one for everyday problems.4.1
internal forceA force exerted by one part of a chosen system on another part; internal forces cancel in pairs and cannot change the total momentum.4.2 6.1 6.2 8.1
isolated systemA system on which the net external force is zero; its total linear momentum is constant.4.2 5.2 5.3 10.2
kinetic frictionFriction between surfaces sliding over each other, $f_k=\mu_kN$, opposing the relative motion.4.3 4.4 5.1 5.2
limiting frictionThe maximum value of static friction, $\mu_sN$, reached when a body is just about to slide.4.3
linear momentumMass times velocity, $\mathbf{p}=m\mathbf{v}$: a vector along the velocity, in kg m/s (= N s).4.1 4.2 6.1 6.2
net forceThe vector sum of all the forces acting on a body, $\mathbf{F}_\text{net}=\mathbf{F}_1+\mathbf{F}_2+\dots$; it alone determines the acceleration.4.1 4.2 4.3 4.4
Newton's first lawA body stays at rest or in uniform motion in a straight line unless a net external force acts on it: $\mathbf{F}_\text{net}=\mathbf{0}\iff\mathbf{v}$ constant.4.1
Newton's second lawThe net external force equals the rate of change of momentum, $\mathbf{F}=\dfrac{d\mathbf{p}}{dt}$; for constant mass, $\mathbf{F}=m\mathbf{a}$.1.3 4.1 4.4 5.1
Newton's third lawIf body A exerts a force on body B, then B exerts an equal and opposite force on A: $\mathbf{F}_{AB}=-\mathbf{F}_{BA}$. The two forces act on different bodies.4.1 4.2 6.1 7.1
normal forceThe component of a contact force perpendicular to the surfaces in contact; it is as large as needed to stop one body moving into the other.4.2 4.3 4.4 5.1
optimum speedThe speed on a banked curve at which no friction is needed, $v_0=\sqrt{rg\tan\theta}$.4.4
recoilThe backward motion of a gun (or any body) that throws something forward; from momentum conservation, $MV=-mv$.4.2
rolling frictionThe small resistance to a wheel or ball rolling without slipping, caused by slight deformation at the contact; much smaller than sliding friction.4.3 5.1
static frictionFriction between surfaces that are not sliding; it adjusts to oppose the tendency to slide, up to the limit $\mu_sN$.4.3 4.4 5.1 6.1
tensionThe pull exerted by a taut string, rope or cable on the bodies at its ends, directed along it; the same throughout an ideal (light, inextensible) string.1.3 3.2 4.3 4.4
thrustThe forward force on a rocket or jet from the gas it throws backward: $F=v\,\dfrac{dm}{dt}$, where $v$ is the gas speed relative to the rocket.4.2 5.1 7.3
Ch 5 · Work, Energy and Power
TermMeaningUsed in
coefficient of restitutionFor a head-on collision, $e=\dfrac{v_2-v_1}{u_1-u_2}$, the ratio of the speed of separation to the speed of approach: $1$ for elastic, $0$ for perfectly inelastic (a JEE/NEET extension).5.3
conservative forceA force whose work between two points does not depend on the path (zero work round any closed path), e.g. gravity and the spring force; a potential energy can be defined for it.5.2 7.3
elastic collisionA collision in which the total kinetic energy is conserved (as well as the total momentum).5.3 12.2
elastic potential energyThe energy stored in a stretched or compressed spring, $U=\tfrac12kx^2$.5.2 5.3 8.2 12.3
F–x graphA graph of force against position; the signed area under it between two positions is the work done by the force.5.1
head-on collisionA collision in which all the velocities before and after lie along one straight line (a one-dimensional collision).5.3
horsepowerAn older unit of power still used for engines: $1\ \text{hp}=746\ \text{W}$.5.3
inelastic collisionA collision in which momentum is conserved but some kinetic energy is converted into other forms (heat, sound, deformation).4.2 5.3
jouleThe SI unit of work and energy: $1\ \text{J}=1\ \text{N m}=1\ \text{kg m}^2\text{s}^{-2}$.1.1 1.3 5.1 5.2
kilowatt-hourA unit of energy (the 'unit' of an electricity bill): the energy delivered in one hour at $1\ \text{kW}$, $1\ \text{kWh}=3.6\times10^6\ \text{J}$.1.1 5.2 5.3 6.3
kinetic energyThe energy a body has because it moves: $K=\tfrac12mv^2=\dfrac{p^2}{2m}$; a scalar, never negative.1.3 3.4 4.2 5.1
mechanical energyThe sum $E=K+U$ of kinetic and potential energies; it is constant when only conservative forces do work.5.2 7.3 13.2
net workThe sum of the works done by all the forces on a body (equal to the work done by the resultant force).5.1 7.1 9.2 11.2
non-conservative forceA force, such as kinetic friction or air resistance, whose work depends on the path taken; it changes the mechanical energy of a system.5.2
perfectly inelastic collisionA collision in which the bodies stick together and move with a common velocity; the greatest loss of kinetic energy allowed by momentum conservation.4.2 5.3
potential energyEnergy of position stored by a conservative force: $\Delta U=-W_\text{c}$. Near the Earth $U=mgh$; for a spring $U=\tfrac12kx^2$. Only changes in $U$ matter.5.2 5.3 7.3 8.2
power (average and instantaneous)The rate of doing work: average power $P_\text{av}=W/t$, instantaneous power $P=\dfrac{dW}{dt}=\mathbf{F}\cdot\mathbf{v}$; measured in watts.5.2 5.3 6.3
restoring forceA force that always points back towards an equilibrium position, such as the spring force $-kx$.8.1 13.1 13.2 13.3
scalar productThe product of two vectors that gives a scalar: $\mathbf{A}\cdot\mathbf{B}=AB\cos\theta=A_xB_x+A_yB_y+A_zB_z$; zero for perpendicular vectors.5.1 5.3 6.2
spring constantThe stiffness $k$ of a spring: the restoring force per unit extension, $F_s=-kx$; unit $\text{N/m}$.1.3 5.2 8.1 13.2
turning pointA position where a moving body momentarily stops and reverses, because its potential energy equals its total energy ($K=0$).2.1 2.2 5.2 13.2
wattThe SI unit of power: $1\ \text{W}=1\ \text{J/s}$.1.1 5.3 10.3
work done by a forceFor a constant force, $W=\mathbf{F}\cdot\mathbf{d}=Fd\cos\theta$; for a variable force, the area under the $F$–$x$ graph. Positive, negative or zero; measured in joules.3.1 5.1 5.2 5.3
work–energy theoremThe net work done on a body by all the forces acting on it equals the change in its kinetic energy, $W_\text{net}=K_f-K_i$.5.1 5.2 5.3 6.3
Ch 6 · System of Particles and Rotational Motion
TermMeaningUsed in
angular accelerationThe rate of change of angular velocity, $\alpha=d\omega/dt$, in rad/s²; the tangential acceleration of a particle is $\alpha r_\perp$.6.2 6.3 13.3
angular momentumThe rotational analogue of momentum: for a particle $\mathbf{l}=\mathbf{r}\times\mathbf{p}$, for a body rotating about a fixed axis $L=I\omega$. Torque changes it: $d\mathbf{L}/dt=\boldsymbol\tau_\text{ext}$.6.2 6.3 7.1 7.3
angular velocityThe rate of change of angular position, $\omega=d\theta/dt$, in rad/s; as a vector it points along the axis of rotation by the right-hand rule. A particle at distance $r_\perp$ from the axis has speed $\omega r_\perp$.6.2 6.3
axis of rotationThe line about which a body rotates; particles on it stay at rest.6.1 6.3
centre of gravityThe point about which the total gravitational torque on a body is zero, where its whole weight may be taken to act; in a uniform field it coincides with the centre of mass.6.2
centre of massThe mass-weighted average position of a system, $\mathbf{R}_\text{cm}=\sum m_i\mathbf{r}_i/M$. It moves as if all the mass were there and all the external forces acted on it: $M\mathbf{a}_\text{cm}=\mathbf{F}_\text{ext}$.5.2 6.1 6.2 6.3
composite bodyA body made of simple parts (rods, rectangles, discs); its centre of mass is found by treating each part as a particle at the part's own centre of mass, with holes counted as negative mass.6.1
conservation of angular momentumIf the net external torque about an axis is zero, the angular momentum about it is constant: $I_1\omega_1=I_2\omega_2$, even if the body changes shape.6.2 7.1
coupleTwo equal, opposite, parallel forces with different lines of action a distance $d$ apart; zero net force but a torque $Fd$, the same about every point.4.2 5.3 6.2 7.1
flywheelA heavy wheel, often with most of its mass at the rim, used to store rotational kinetic energy and smooth out changes in speed.6.3
laminaA thin flat plate. A uniform lamina has the same thickness and density everywhere, so its centre of mass can be found using areas in place of masses.6.3
lever armThe perpendicular distance from the reference point (or axis) to the line of action of a force; torque = force × lever arm.1.3 6.2 13.3
moment of inertiaThe rotational inertia of a body about a given axis, $I=\sum m_ir_i^2$ with $r_i$ the perpendicular distance from the axis; unit kg m². It plays the role of mass in rotation: $K=\tfrac12I\omega^2$, $\tau=I\alpha$, $L=I\omega$.6.3 12.3 13.3
parallel-axes theorem$I=I_\text{cm}+Md^2$: the moment of inertia about any axis equals that about a parallel axis through the centre of mass plus $Md^2$ (JEE/NEET extension).6.3
perpendicular-axes theoremFor a plane lamina, $I_z=I_x+I_y$ for three mutually perpendicular axes meeting at a point of the lamina, with $z$ perpendicular to its plane (JEE/NEET extension).6.3
principle of momentsFor a body in equilibrium, the sum of anticlockwise moments about any point equals the sum of clockwise moments; for a lever, load × load arm = effort × effort arm.6.2
pure translationMotion of a rigid body in which every particle has the same velocity at each instant; any line in the body stays parallel to itself.6.1 6.2 12.2
radius of gyrationThe distance $k$ from the axis at which the whole mass would have the same moment of inertia: $I=Mk^2$.6.3
right-hand ruleCurl the fingers of the right hand from the first vector towards the second (or in the sense of rotation); the thumb gives the direction of the vector product (or of $\boldsymbol\omega$).6.2
rigid bodyAn idealised body in which the distance between every pair of particles stays fixed, whatever forces act on it.4.3 6.1 6.2 6.3
rolling without slippingRolling in which the point of contact is momentarily at rest, so $v_\text{cm}=R\omega$; the kinetic energy is $\tfrac12Mv^2+\tfrac12I_\text{cm}\omega^2$ (JEE/NEET extension).6.2 6.3
rotation about a fixed axisMotion of a rigid body in which one line (the axis) stays at rest and every other particle moves in a circle centred on that line, in a plane perpendicular to it.6.1 6.3
rotational kinetic energyThe kinetic energy of a body rotating about an axis, $K=\tfrac12I\omega^2$.6.3 12.3
system of particlesA collection of particles considered together, such as a rigid body, a gas or two colliding balls; forces between its members are internal.6.1 6.2
torqueThe turning effect of a force about a point, $\boldsymbol\tau=\mathbf{r}\times\mathbf{F}$, of magnitude $rF\sin\theta$ = force × lever arm; unit N m.1.3 4.3 6.2 6.3
vector productThe product $\mathbf{A}\times\mathbf{B}$: a vector of magnitude $AB\sin\theta$, perpendicular to both $\mathbf{A}$ and $\mathbf{B}$ by the right-hand rule. It is not commutative: $\mathbf{B}\times\mathbf{A}=-\mathbf{A}\times\mathbf{B}$.6.2
Ch 7 · Gravitation
TermMeaningUsed in
aphelionThe point of an orbit farthest from the Sun, at distance $a(1+e)$; the body moves slowest there.7.1
areal velocityThe rate at which the line from the Sun to a planet sweeps out area, $\tfrac12rv_\perp=L/2m$; constant by Kepler's second law.7.1
binding energy of a satelliteThe energy that must be supplied to free an orbiting satellite completely: $GMm/2r$ for a circular orbit of radius $r$.7.3
binomial approximationFor small $x$, $(1+x)^n\approx1+nx$; e.g. $(1+h/R)^{-2}\approx1-2h/R$.7.2 14.2
bound and unboundA body is bound to a planet if its total energy $E=K+U$ is negative (it cannot escape) and unbound if $E\ge0$.7.3
central forceA force always directed towards (or away from) a fixed point; it exerts no torque about that point, so angular momentum about it is conserved.6.2 7.1
eccentricityA number $e=c/a$ between 0 and 1 measuring how stretched an ellipse is: $e=0$ is a circle.7.1
escape speedThe least launch speed from a planet's surface for a body never to return: $v_e=\sqrt{2GM/R}=\sqrt{2gR}$, about $11.2\ \text{km/s}$ for the Earth.1.3 7.3 12.2
geostationary satelliteA satellite in a circular equatorial orbit with a 24-hour period, about $36\,000\ \text{km}$ up, which stays above one point of the Earth (beyond the board syllabus).7.3
gravimeterA very sensitive instrument that measures small differences in $g$ from place to place, used in geology and surveying.7.2 13.3
gravitational constantThe constant $G=6.67\times10^{-11}\ \text{N m}^2\,\text{kg}^{-2}$ in Newton's law of gravitation; the same everywhere in the universe.1.3 7.1
gravitational field strengthThe gravitational force per unit mass at a point, $g=F/m$, in $\text{N/kg}$ (the same as $\text{m/s}^2$); a vector pointing towards the attracting mass.7.2
gravitational potentialGravitational potential energy per unit mass at a point, $V=-GM/r$ outside a sphere of mass $M$; unit $\text{J/kg}$.7.3
gravitational potential energyFor masses $M$ and $m$ a distance $r$ apart, $U=-GMm/r$, taking $U=0$ at infinite separation; near the Earth's surface its changes reduce to $mgh$.5.2 7.3 9.2 9.3
Kepler's lawsThree rules of planetary motion: orbits are ellipses with the Sun at a focus; the Sun–planet line sweeps equal areas in equal times; $T^2\propto a^3$.1.3 7.1
orbital speedThe speed of a satellite in a circular orbit of radius $r$: $v_o=\sqrt{GM/r}$; about $7.9\ \text{km/s}$ just above the Earth.3.4 7.1 7.3
perihelionThe point of a planet's (or comet's) orbit nearest the Sun, at distance $a(1-e)$; the body moves fastest there.7.1
satelliteA body orbiting a planet, natural (the Moon) or artificial; gravity provides its centripetal force.1.3 3.4 7.1 7.2
semi-major axisHalf the longest diameter of an ellipse, $a$; for an orbit, the average of the perihelion and aphelion distances.7.1
spherically symmetricDescribes a body whose density depends only on the distance from its centre; outside, it attracts as if all its mass were at the centre.7.2 7.3
torsion balanceA rod hung from a fine wire, whose tiny twist measures very small forces; used by Cavendish to measure $G$.7.1
uniform-Earth modelTreating the Earth as a sphere of constant density; it gives $g(d)=g(1-d/R_E)$ below the surface.7.2
universal law of gravitationEvery two particles attract with a force $F=Gm_1m_2/r^2$ along the line joining them.3.4 7.1 7.2 7.3
Ch 8 · Mechanical Properties of Solids
TermMeaningUsed in
bulk modulusThe ratio of hydraulic stress to volume strain, $B=-\dfrac{p}{\Delta V/V}$, positive because the volume falls as the pressure rises; unit Pa. Defined for solids, liquids and gases.8.1 8.2 9.1 14.1
compressibilityThe reciprocal of the bulk modulus, $k=1/B$: the fractional decrease in volume per unit increase in pressure; unit Pa⁻¹.8.2
ductileDescribes a material with a large plastic region between the elastic limit and fracture, so it can be drawn into wires and stretches before breaking (copper, gold, mild steel). Opposite: brittle (glass, cast iron).8.1
elastic limitThe greatest stress at which a body still returns completely to its original size and shape when unloaded (the yield point); beyond it the body is left with a permanent set.5.2 8.1 8.2
elasticityThe property of a body by which it regains its original size and shape when the deforming force is removed. In physics, the material with the larger modulus (larger restoring stress for the same strain) is called the more elastic — steel is more elastic than rubber.5.3 8.1 12.2 14.1
Hooke's lawWithin the proportional limit, stress is directly proportional to strain: stress = modulus of elasticity × strain. For a spring or wire, $F=k\,\Delta L$.5.2 8.1 8.2 10.1
lateral strainThe fractional change in width or diameter, $\Delta d/d$, that accompanies a longitudinal strain; negative when the body is stretched.8.2
modulus of elasticityThe ratio stress/strain in the region where Hooke's law holds; unit Pa. A property of the material, not of the specimen's size or shape: Young's, shear and bulk moduli for the three kinds of deformation.8.1 8.2
plasticityThe property of a body by which it does not regain its original size and shape when the deforming force is removed, so the deformation is permanent (putty, wet clay; metals beyond their elastic limit).8.1
Poisson's ratioLateral strain divided by longitudinal strain, with a minus sign: $\nu=-\dfrac{\Delta d/d}{\Delta L/L}$. Dimensionless; about 0.2–0.4 for metals, nearly 0.5 for rubber, and never above 0.5 for ordinary materials.8.2
proportional limitThe greatest stress up to which stress is proportional to strain — the end of the straight part of the stress–strain curve.8.1 8.2 10.1
Searle's methodA laboratory method for Young's modulus: an experimental wire and a reference wire hang from one support; a spirit level and micrometer measure the extension, and $Y=\dfrac{L}{A}\times$ (slope of the load–extension graph).8.2
shear modulusThe ratio of shearing stress to shearing strain, $G=\dfrac{F}{A\theta}$ (the modulus of rigidity); unit Pa. Only solids have one; for most solids it is roughly a third to two fifths of $Y$.8.1 8.2 14.1
strainThe fractional change in size or shape caused by a stress: longitudinal $\Delta L/L$, shearing $\Delta x/L\approx\theta$, or volume $\Delta V/V$. A pure number with no unit.1.3 8.1 8.2 9.3
stressThe restoring force per unit area that develops inside a deformed body, equal in magnitude to $F/A$; unit Pa (N/m²). Longitudinal (tensile or compressive), shearing (tangential) or hydraulic (equal to the fluid pressure).1.1 1.3 6.2 6.3
ultimate tensile strengthThe greatest stress a material can withstand in tension (the highest point of its stress–strain curve). A wire of cross-section $A$ has breaking load $\sigma_uA$.8.1
Young's modulusThe ratio of longitudinal (tensile or compressive) stress to longitudinal strain within the proportional limit, $Y=\dfrac{FL}{A\,\Delta L}$; unit Pa. About $2.0\times10^{11}$ Pa for steel.8.1 8.2 10.1 14.2
Ch 9 · Mechanical Properties of Fluids
TermMeaningUsed in
absolute pressureThe total pressure at a point, including atmospheric pressure: $p=p_a+\rho gh$ at depth $h$ in an open liquid.9.1 9.2 12.1
angle of contactThe angle between a solid surface and the tangent to the liquid surface where they meet, measured through the liquid; below $90^\circ$ the liquid wets the solid.9.4
atmospheric pressureThe pressure of the air at a place, about $1.013\times10^5\ \text{Pa}$ (1 atm, 76 cm of mercury) at sea level.9.1 9.2 9.4 10.1
barometerAn instrument that measures atmospheric pressure; in a mercury barometer $p_a=\rho_\text{Hg}gh$ with $h\approx76\ \text{cm}$ at sea level.9.1 9.4
Bernoulli's principleAlong a streamline in steady flow of an ideal fluid, $p+\tfrac12\rho v^2+\rho gh$ is constant — conservation of energy per unit volume.9.2 9.3
capillary riseThe rise (or fall) of a liquid in a narrow tube caused by surface tension: $h=\dfrac{2S\cos\theta}{\rho gr}$.9.4
coefficient of viscosityThe constant $\eta$ in $F=\eta A\dfrac{dv}{dx}$: viscous force per unit area per unit velocity gradient; unit $\text{Pa s}$, dimensions $[\text{M L}^{-1}\text{T}^{-1}]$.9.3
cohesion and adhesionCohesion is the attraction between molecules of the same substance; adhesion is the attraction between molecules of different substances, such as a liquid and a solid.9.4
dynamic liftThe force on a body moving through a fluid when the flow is faster on one side, so the pressure there is lower — the lift on a wing, or the swerve of a spinning ball (Magnus effect).9.2
equation of continuityFor steady flow of an incompressible fluid, $A_1v_1=A_2v_2$: the speed is greatest where the cross-section is smallest (conservation of mass).9.2
excess pressureThe amount by which the pressure inside a curved liquid surface exceeds that outside: $2S/r$ for a drop or an air bubble in a liquid, $4S/r$ for a soap bubble.9.4 13.1 14.4
fluidA substance that flows — it cannot resist a shearing stress while at rest. Liquids and gases are fluids.1.3 4.3 8.1 8.2
gauge pressureThe excess of the absolute pressure over atmospheric pressure, $p-p_a$; at depth $h$ in an open liquid it is $\rho gh$.9.1 9.2 12.1
hydraulic machineA device in which a small force on a small piston produces a large force on a large piston through an enclosed liquid: $F_2=\dfrac{A_2}{A_1}F_1$.8.2 9.1
hydrostatic paradoxThe pressure at the base of a vessel depends only on the depth of liquid, not on the vessel's shape or the amount of liquid it holds.9.1
laminar flowFlow in which the fluid moves in smooth layers that slide over one another without mixing.9.3
manometerA U-tube containing a liquid, used to measure a gauge pressure from the difference $h$ in its levels: $p-p_a=\rho gh$.9.1 9.2
meniscusThe curved surface of a liquid in a narrow tube: concave if the liquid wets the tube ($\theta\lt90^\circ$), convex if it does not.9.4
Pascal's lawIn a fluid at rest the pressure at a point is the same in all directions and the same at all points at one level; a pressure change applied to an enclosed fluid is transmitted undiminished throughout it.9.1
poiseThe CGS unit of viscosity: $1\ \text{poise}=0.1\ \text{Pa s}$.9.3
relative densityThe density of a substance divided by the density of water ($1.00\times10^3\ \text{kg/m}^3$); a pure number.1.3 9.1
Reynolds numberThe dimensionless number $Re=\dfrac{\rho vd}{\eta}$ that decides whether flow in a pipe is laminar (below about $1000$) or turbulent (above about $2000$).9.2 9.3
speed of effluxThe speed $v=\sqrt{2gh}$ of liquid leaving a small hole a depth $h$ below the free surface of a wide open tank (Torricelli's law).9.2
Stokes' lawThe viscous drag on a small sphere moving slowly through a fluid: $F=6\pi\eta rv$ (laminar flow round the sphere).1.3 9.3
streamlineThe path of a fluid particle in steady flow; the fluid velocity is along its tangent at every point, and two streamlines never cross.9.2
streamline flowFlow in which the velocity of the fluid at each fixed point does not change with time, so particles passing a point all follow the same path.9.2
surface energyThe extra energy of the molecules in a liquid's surface; increasing the area by $\Delta A$ needs work $S\,\Delta A$.9.4
surface tensionThe force per unit length acting across a line in a liquid surface, in the plane of the surface: $S=F/l$, unit $\text{N/m}$. It equals the surface energy per unit area.1.3 9.4 12.1 14.1
surfactantA substance, such as a detergent, that gathers at a liquid surface and lowers its surface tension, helping the liquid to spread and wet.9.4
terminal velocityThe constant velocity a body reaches when falling through a fluid, when drag balances weight minus upthrust; for a small sphere $v_t=\dfrac{2r^2(\rho-\sigma)g}{9\eta}$.4.1 9.3
tube of flowA bundle of streamlines through a small area; fluid never crosses its sides, so it behaves like a pipe.9.2
turbulent flowIrregular flow in which the velocity at a point fluctuates with eddies and swirls; it sets in above a critical speed.9.2 9.3
upthrustThe upward force of a fluid on an immersed body, equal to the weight of fluid displaced (Archimedes' principle).9.1 9.3 12.1
velocity gradientThe rate of change of flow speed with distance at right angles to the flow, $\dfrac{dv}{dx}$; unit $\text{s}^{-1}$.9.3
Venturi meterA pipe with a narrow throat; the pressure drop at the throat, with continuity and Bernoulli's principle, gives the flow speed and flow rate.9.2
viscosityThe internal friction of a fluid: the resistance of its layers to sliding over one another.1.3 9.1 9.2 9.3
volume flow rateThe volume of fluid crossing a section per second, $Q=Av$; unit $\text{m}^3\text{/s}$.9.2
Ch 10 · Thermal Properties of Matter
TermMeaningUsed in
absolute zeroThe lowest possible temperature, $0\ \text{K}=-273.15\ ^\circ\text{C}$, at which an ideal gas would exert no pressure. It can be approached but never reached.10.1 11.3 12.1 12.2
anomalous expansion of waterThe unusual behaviour of water, which contracts when heated from $0\ ^\circ\text{C}$ to about $4\ ^\circ\text{C}$ and expands only above that; its density is greatest at $4\ ^\circ\text{C}$, which is why lakes freeze from the top down.10.1
bimetallic stripTwo strips of metals with different expansion coefficients (e.g. brass and steel) joined along their length. A temperature change makes it curl, with the metal of larger $\alpha$ on the convex side when heated; used in thermostats and dial thermometers.10.1
blackbodyAn ideal body that absorbs all radiation falling on it at every wavelength; it is also the best possible emitter at any temperature (emissivity $e=1$). A small hole in a hollow enclosure is a good approximation.10.3
boiling pointThe temperature at which a liquid boils, its vapour pressure equalling the pressure above it; the normal boiling point is at 1 atm ($100\ ^\circ\text{C}$ for water). It rises with pressure (about $120\ ^\circ\text{C}$ in a pressure cooker) and falls at altitude.10.1 10.2
calorimeterA thermally insulated vessel (usually thin polished copper with a stirrer, lid and outer jacket) in which heats are measured by mixing bodies and recording temperatures.10.2 12.3
coefficient of linear expansionThe fractional increase in length per kelvin, $\alpha=\dfrac{\Delta L}{L\,\Delta T}$; unit $\text{K}^{-1}$. About $1.2\times10^{-5}\ \text{K}^{-1}$ for steel. For an isotropic solid the area and volume coefficients are $2\alpha$ and $3\alpha$.10.1
coefficient of volume expansionThe fractional increase in volume per kelvin, $\gamma=\dfrac{\Delta V}{V\,\Delta T}$; unit $\text{K}^{-1}$. Of order $10^{-5}$ for solids, $10^{-4}$–$10^{-3}$ for liquids and $1/T$ for an ideal gas at constant pressure.10.1
conduction (of heat)Transfer of heat through a material from hotter to colder parts without any bulk movement of the material, by vibrating atoms passing energy to their neighbours (and, in metals, by free electrons).10.2 10.3 11.3
constant-volume gas thermometerA thermometer that measures temperature by the pressure of a fixed volume of gas at low density: $T=273.16\ \text{K}\times p/p_\text{tp}$. Extrapolating its straight-line graph to zero pressure locates absolute zero.10.1
convectionTransfer of heat by the bulk movement of a fluid carrying its energy with it. In natural convection, warmer, less dense fluid rises under gravity and cooler fluid sinks; in forced convection a fan or pump drives the flow.10.1 10.2 10.3 12.3
emissivityThe ratio $e$ ($0\le e\le1$) of the power radiated by a surface to that radiated by a blackbody of the same area and temperature. Good absorbers have high emissivity; polished metals have low emissivity.10.3
heat capacityThe heat needed to raise the temperature of a particular body by one kelvin, $S=\Delta Q/\Delta T$; unit J/K. It equals $mc$ for a body of mass $m$ made of one material.10.2 10.3 11.1 12.3
ideal-gas equation$pV=nRT$, relating the pressure, volume, absolute temperature and number of moles of a gas at low density, with $R=8.31\ \text{J mol}^{-1}\text{K}^{-1}$. A gas obeying it exactly is an ideal gas.10.1 12.1
kelvin scaleThe SI temperature scale, measured from absolute zero in steps the same size as the Celsius degree: $T=t_C+273.15$. Its unit is the kelvin, K (no degree sign); it is the scale to use in every formula containing $T$ itself.10.1 10.3 11.3 12.1
latent heatThe heat absorbed or given out per unit mass during a change of state at constant temperature, $L=Q/m$; unit J/kg. For water $L_f=3.33\times10^5\ \text{J/kg}$ (fusion) and $L_v=2.26\times10^6\ \text{J/kg}$ (vaporisation).10.2 11.1 11.2
melting pointThe temperature at which the solid and liquid states of a substance coexist in equilibrium at a given pressure; the normal melting point is at 1 atm ($0\ ^\circ\text{C}$ for ice). For ice it falls slightly as the pressure rises.10.2
molar specific heat capacityThe heat capacity per mole, $C=\dfrac{1}{n}\dfrac{\Delta Q}{\Delta T}=Mc$; unit $\text{J mol}^{-1}\text{K}^{-1}$. About $3R\approx25\ \text{J mol}^{-1}\text{K}^{-1}$ for most metals at room temperature; for gases it depends on the conditions ($C_p$, $C_v$).10.2 11.2 12.3
Newton's law of coolingFor a small temperature excess over the surroundings, the rate of loss of heat is proportional to the excess: $\dfrac{dT}{dt}=-k(T-T_s)$, giving $T-T_s=(T_0-T_s)e^{-kt}$.10.3
principle of calorimetryIn a thermally isolated system, the heat lost by the hotter bodies equals the heat gained by the colder ones: $\sum m_ic_i(T_f-T_i)=0$ (plus $mL$ terms for any change of state). The basis of the method of mixtures.10.2 12.3
regelationThe melting of ice under pressure and its refreezing when the pressure is removed, as when a loaded wire passes through a block of ice, which stays in one piece.10.2
specific heat capacityThe heat needed per unit mass per unit rise in temperature, $c=\dfrac{1}{m}\dfrac{\Delta Q}{\Delta T}$, so that $Q=mc\,\Delta T$; unit $\text{J kg}^{-1}\text{K}^{-1}$. $4186\ \text{J kg}^{-1}\text{K}^{-1}$ for liquid water.10.2 10.3 11.2 12.3
Stefan–Boltzmann lawThe power radiated by a body of area $A$ and emissivity $e$ at absolute temperature $T$ is $P=e\sigma AT^4$, with $\sigma=5.67\times10^{-8}\ \text{W m}^{-2}\text{K}^{-4}$; the net loss to surroundings at $T_s$ is $e\sigma A(T^4-T_s^4)$.10.3
sublimationA change of state directly from solid to vapour (or the reverse) without passing through the liquid state, as with camphor, iodine and solid carbon dioxide.10.2
thermal conductivityThe constant $K$ in $H=KA\dfrac{T_1-T_2}{L}$ for steady conduction through a slab; unit $\text{W m}^{-1}\text{K}^{-1}$. About $385$ for copper, $0.8$ for glass and $0.024$ for still air.10.3
thermal radiationElectromagnetic radiation (mostly infrared at everyday temperatures) emitted by every body because of the thermal motion of its charged particles; it needs no medium and crosses a vacuum at the speed of light.10.3
thermal resistance$R=\dfrac{L}{KA}$ for a slab of thickness $L$, area $A$ and conductivity $K$, so that $H=\Delta T/R$; unit K/W. Resistances of slabs in series add, as for electrical resistors.10.3
thermal stressThe stress in a body that is prevented from expanding or contracting freely when its temperature changes; for a rod clamped between rigid supports $\sigma=Y\alpha\,\Delta T$, independent of its length.10.1 14.2
triple point of waterThe unique temperature and pressure at which ice, liquid water and water vapour coexist in equilibrium; assigned the value $273.16\ \text{K}$ ($0.01\ ^\circ\text{C}$) to fix the kelvin scale.10.1 10.2
Wien's displacement lawThe wavelength at which a blackbody's emission peaks is inversely proportional to its absolute temperature: $\lambda_mT=b=2.9\times10^{-3}\ \text{m K}$. Hotter bodies glow bluer.10.3
Ch 11 · Thermodynamics
TermMeaningUsed in
adiabatic processA process with no exchange of heat ($Q=0$), so $\Delta U=-W$. For a quasi-static adiabatic change of an ideal gas $pV^\gamma=$ constant.11.2 11.3
adiabatic wallA boundary that allows no heat to flow through it — a perfect insulator, such as the evacuated double wall of a vacuum flask. Work can still be done through it if it moves.11.1
Carnot engineAn ideal reversible engine whose gas runs through two isothermal and two adiabatic steps between a source at $T_1$ and a sink at $T_2$; its efficiency $1-T_2/T_1$ is the greatest possible between those temperatures.11.3
Clausius statementNo process is possible whose sole result is the transfer of heat from a colder object to a hotter object.11.3
coefficient of performanceFor a refrigerator, $\beta=Q_2/W$, the heat removed from the cold space per unit work done on it; at most $T_2/(T_1-T_2)$. A heat pump is rated by $Q_1/W$. (Exam extension.)10.3 11.2 11.3
diathermic wallA boundary that lets heat flow freely between the systems on either side, such as a thin copper sheet.11.1
efficiency of a heat engineA heat engine works in a cycle, taking heat $Q_1$ from a source, doing work $W$ and rejecting $Q_2$ to a sink; its efficiency is $\eta=W/Q_1=1-Q_2/Q_1$, always less than 1.11.3
equation of stateThe relation between the state variables of a system in equilibrium; for an ideal gas, $pV=nRT$.11.2
extensive and intensive variablesAn extensive variable ($V$, $n$, mass, $U$) doubles when the system is doubled; an intensive one ($p$, $T$, density) does not.
first law of thermodynamicsEnergy conservation for heat and work: $\Delta U=Q-W$, where $Q$ is the heat supplied to the system and $W$ the work done by the system.11.1
free expansionThe expansion of a gas into a vacuum inside insulated walls: $Q=0$, $W=0$, $\Delta U=0$, so the temperature of an ideal gas is unchanged. It is not quasi-static and is irreversible.10.1 11.3
heat reservoirA body so large that it can give out or absorb any amount of heat without its temperature changing; the hotter one used by an engine is the source, the colder one the sink.11.3
internal energyThe total kinetic and potential energy of the molecules of a system, measured in the frame in which the system is at rest; a property of the state, $U$. For an ideal gas it depends only on the temperature.11.1 11.2 11.3 12.2
irreversible processAny process that cannot be exactly undone without leaving a change in the surroundings — e.g. free expansion, heat flow across a finite temperature difference, friction. All natural processes are irreversible.11.3
isobaric processA process at constant pressure: $W=p\,\Delta V=nR\,\Delta T$ and $Q=nC_p\,\Delta T$ for an ideal gas.11.2 14.2
isochoric processA process at constant volume: no work is done, and all the heat changes the internal energy, $Q=\Delta U=nC_v\Delta T$.11.2 14.2
isothermal processA process at constant temperature. For an ideal gas $pV=$ constant, $\Delta U=0$ and $Q=W=nRT\ln(V_2/V_1)$.11.1 11.2 11.3 14.2
Kelvin–Planck statementNo process is possible whose sole result is the absorption of heat from a reservoir and the complete conversion of this heat into work.11.3
molar specific heats at constant volume and pressure$C_v$ and $C_p$: the heat needed to raise the temperature of one mole of a gas by $1\ \text{K}$ with its volume, or its pressure, held fixed. For an ideal gas $C_p-C_v=R$ (Mayer's relation).11.2
p–V diagramA graph of the pressure of a gas against its volume, on which each equilibrium state is a point and a quasi-static process is a curve; the area under the curve is the work done by the gas.11.1 11.2
quasi-static processAn idealised, infinitely slow process in which the system passes through a continuous sequence of equilibrium states, so it can be drawn as a curve on a $p$–$V$ diagram.11.2 11.3
ratio of specific heats$\gamma=C_p/C_v$, greater than 1: $\tfrac53$ for a monatomic ideal gas and $\tfrac75$ for a diatomic one such as air.10.2 11.2 14.2
reversible processA process that can be run backwards so that both the system and its surroundings return exactly to their initial states; it must be quasi-static and free of friction and other dissipation.11.3
second law of thermodynamicsThe law that fixes the direction of natural processes: no cyclic device can turn heat from one reservoir completely into work (Kelvin–Planck), and heat cannot flow by itself from a colder to a hotter body (Clausius).11.3
state variableA macroscopic quantity ($p$, $V$, $T$, $n$, $U$) whose value depends only on the present equilibrium state of a system, not on how it got there. Heat and work are not state variables.11.2
thermal equilibriumThe condition of two systems in diathermic contact when no net heat flows between them and neither state changes; systems in thermal equilibrium have the same temperature.10.1 11.1 12.3
thermodynamic systemThe part of the universe chosen for study (a gas in a cylinder, water in a kettle); everything outside it that can exchange energy with it is its surroundings.11.1
zeroth law of thermodynamicsIf two systems are each in thermal equilibrium with a third, they are in thermal equilibrium with each other. It makes temperature a well-defined property and is the basis of thermometers.11.1
Ch 12 · Kinetic Theory
TermMeaningUsed in
Avogadro constantThe number of elementary entities (atoms or molecules) in one mole, $N_A=6.02\times10^{23}\ \text{mol}^{-1}$.1.1 12.1
Avogadro's hypothesisEqual volumes of all gases at the same temperature and pressure contain the same number of molecules; it follows from $pV=Nk_BT$.12.1
Boltzmann constantThe gas constant per molecule, $k_B=\dfrac{R}{N_A}=1.38\times10^{-23}\ \text{J/K}$; it appears in $pV=Nk_BT$ and in the mean kinetic energy of a molecule, $\tfrac32k_BT$.1.1 12.1
Boyle's lawFor a fixed amount of gas at constant temperature, $pV$ is constant: halving the volume doubles the pressure.10.1 11.2 12.1
Brownian motionThe ceaseless irregular jiggling of small particles suspended in a liquid or gas, caused by uneven bombardment by the fluid's molecules — direct evidence of molecular motion.12.1
Charles's lawFor a fixed amount of gas at constant pressure, the volume is proportional to the absolute temperature: $\dfrac{V_1}{T_1}=\dfrac{V_2}{T_2}$.10.1 12.1
collision frequencyThe average number of collisions a gas molecule makes per second, about $\dfrac{v}{\lambda}$; several billion per second in air at room conditions.12.3
Dalton's law of partial pressuresThe total pressure of a mixture of ideal gases is the sum of the partial pressures, each being the pressure that gas would exert if it alone filled the container; each equals its mole fraction times the total.12.1 12.2
degrees of freedomThe independent ways a molecule can move and store energy; counted as squared terms in its energy: $3$ for a monatomic molecule, $5$ for a rigid diatomic one, $6$ for a rigid non-linear one, plus $2$ for each active vibration.12.3
Dulong–Petit lawThe molar heat capacity of a solid element at ordinary temperatures is about $3R\approx25\ \text{J mol}^{-1}\text{K}^{-1}$, from $6$ squared energy terms per vibrating atom; it fails at low temperatures.12.3
ideal gasA model gas whose molecules have negligible volume and exert no forces on one another except in brief elastic collisions; it obeys $pV=nRT$ exactly. Real gases approach it at low pressure and high temperature.10.1 11.1 11.2 11.3
kinetic interpretation of temperatureThe result that the absolute temperature of an ideal gas measures the mean translational kinetic energy of its molecules: $\tfrac12m\overline{v^2}=\tfrac32k_BT$, the same for every gas at the same $T$.12.2
kinetic theory of gasesThe model that explains the properties of a gas from the motion of its molecules: many tiny molecules in random motion, colliding elastically, with Newton's laws applied to each. It gives $p=\tfrac13\rho\overline{v^2}$.11.1 11.2 12.2
law of equipartition of energyIn thermal equilibrium at temperature $T$, each translational and rotational degree of freedom carries a mean energy $\tfrac12k_BT$ and each vibrational mode $k_BT$; so $U=\tfrac f2nRT$ and $C_v=\tfrac f2R$ for an ideal gas.12.3 14.2
Maxwell speed distributionThe spread of molecular speeds in a gas in equilibrium, rising as $v^2$ and falling exponentially at high speeds; its peak is the most probable speed $\sqrt{2RT/M}$ (beyond the board syllabus).12.2
mean free pathThe average distance a gas molecule travels between successive collisions, $\lambda=\dfrac{1}{\sqrt2\,\pi d^2n_V}=\dfrac{k_BT}{\sqrt2\,\pi d^2p}$; about $60\ \text{nm}$ for air at STP.12.3
mean square speedThe average of the squares of the molecular speeds, $\overline{v^2}=\dfrac{v_1^2+v_2^2+\dots+v_N^2}{N}$; it is larger than the square of the mean speed.12.2
molar volumeThe volume occupied by one mole of a gas, $V_m=\dfrac{RT}{p}$; for every ideal gas it is $22.4\ \text{L}$ at STP ($273\ \text{K}$, $1\ \text{atm}$).12.1
partial pressureThe pressure one gas in a mixture would exert if it alone occupied the whole volume at the same temperature.12.1 12.2
rms speedThe root-mean-square speed $v_\text{rms}=\sqrt{\overline{v^2}}=\sqrt{\dfrac{3RT}{M}}=\sqrt{\dfrac{3k_BT}{m}}$ of gas molecules; about $500\ \text{m/s}$ for air at room temperature.12.2 14.2
vibrational modeA way in which the atoms of a molecule oscillate relative to one another; when active it holds both kinetic and potential energy, $k_BT$ on average. Vibrations are usually frozen out at room temperature.12.3
Ch 13 · Oscillations
TermMeaningUsed in
acceleration amplitudeThe greatest magnitude of acceleration $a_\text{max}=\omega^2A$ in SHM, reached at the extreme positions.13.2
amplitudeThe magnitude $A$ of the largest displacement from the mean position in an oscillation (half the total swing).1.3 13.1 13.2 13.3
angular frequencyThe constant $\omega$ in $x=A\cos(\omega t+\phi)$, in rad/s: $\omega=\dfrac{2\pi}{T}=2\pi\nu$; it equals the angular speed of the reference particle.13.1 13.2 13.3 14.1
antiphaseTwo oscillations of the same frequency are in antiphase when their phase difference is $\pi$: one is at its maximum when the other is at its minimum, as for $x$ and $a$ in SHM.13.1 13.2 14.1 14.3
effective spring constantThe constant $k_\text{eff}$ of the single spring equivalent to a combination: $k_1+k_2$ in parallel, $\dfrac{k_1k_2}{k_1+k_2}$ in series.8.1 13.3
hertzThe SI unit of frequency: $1\ \text{Hz}$ is one repetition (cycle) per second, $1\ \text{s}^{-1}$.1.1 3.4 13.1 13.3
isochronismThe property of an oscillator whose period does not depend on its amplitude, as for any SHM and, approximately, for a pendulum at small amplitudes.13.3
linear restoring forceA force $F=-kx$ proportional to the displacement from equilibrium and opposite to it; a body under such a force moves in SHM with $\omega=\sqrt{k/m}$.13.2 13.3
mean positionThe equilibrium position about which a body oscillates: placed there at rest, it feels no net force and stays put.13.1 13.2 13.3 14.1
oscillatory motionA periodic to-and-fro motion of a body about a fixed equilibrium (mean) position, kept going by a restoring force.13.1
periodic motionMotion that repeats itself exactly at regular intervals of time, e.g. uniform circular motion or a swinging pendulum.13.1
phase constantThe value $\phi$ of the phase $\omega t+\phi$ of an SHM at $t=0$; it fixes where in its cycle the motion starts, $x(0)=A\cos\phi$.13.1 13.2 14.1
phase differenceThe constant difference $\delta=\phi_2-\phi_1$ between the phases of two oscillations of the same frequency; the one with the larger phase leads by a time $\delta/\omega$.13.1 13.2 14.1 14.3
reference circleA circle of radius $A$ round which a particle moves uniformly at angular speed $\omega$; its projection on a diameter performs the SHM $x=A\cos(\omega t+\phi)$.13.1 13.2
seconds pendulumA simple pendulum with a period of exactly $2\ \text{s}$ (one second per swing); on the Earth its length is about $0.993\ \text{m}$.13.3
simple harmonic motionOscillation along a line in which the displacement varies with time as a single cosine, $x=A\cos(\omega t+\phi)$; equivalently, motion under a restoring force $F=-kx$.13.1 13.2 13.3 14.1
simple pendulumA point mass on a light inextensible string of length $l$ swinging in a vertical plane; for small swings $T=2\pi\sqrt{l/g}$.1.3 5.2 13.3
small-angle approximationReplacing $\sin\theta$ by $\theta$ (in radians) for small angles; it is better than $0.5\%$ up to about $10^\circ$ and makes the pendulum's motion SHM.
springs in parallelSprings side by side with the same extension; their forces add, so $k_\text{p}=k_1+k_2$.
springs in seriesSprings joined end to end; each carries the same tension and the extensions add, so $\dfrac1{k_\text{s}}=\dfrac1{k_1}+\dfrac1{k_2}$.13.3
spring–block oscillatorA block attached to a light spring, oscillating in SHM under the spring force $-kx$ with period $T=2\pi\sqrt{m/k}$.13.3 14.4
time periodThe smallest time $T$ after which a periodic motion repeats itself; the frequency is $\nu=\dfrac1T$.13.1
velocity amplitudeThe greatest speed $v_\text{max}=\omega A$ of a particle in SHM, reached as it passes through the mean position.13.2
Ch 14 · Waves
TermMeaningUsed in
adiabatic bulk modulusThe bulk modulus of a gas compressed without heat exchange, $B=\gamma p$; compressed slowly at constant temperature it is the isothermal modulus $B=p$.14.2
antinodeA point of a standing wave where the amplitude of oscillation is greatest; it lies midway between two nodes, $\dfrac\lambda4$ from each.14.3
beat frequencyThe number of loudness maxima per second in beats, $\nu_\text{beat}=|\nu_1-\nu_2|$.14.4
beat periodThe time between two successive loudness maxima in beats, $T_\text{beat}=\dfrac{1}{|\nu_1-\nu_2|}$.14.4
beatsThe periodic rise and fall in loudness heard when two sounds of slightly different frequencies superpose; the waves drift into and out of step.14.4
Doppler effectThe change in observed frequency when the source or observer of a wave moves (beyond the NCERT syllabus): $\nu'=\nu\dfrac{v+v_o}{v-v_s}$ for motion towards each other.14.4
fundamentalThe normal mode of lowest frequency (the first harmonic): $\dfrac{v}{2L}$ for a string fixed at both ends or an open pipe, $\dfrac{v}{4L}$ for a pipe closed at one end.14.3 14.4
harmonicsNormal modes whose frequencies are whole-number multiples of the fundamental: the $n$th harmonic has frequency $n\nu_1$. A closed pipe has only the odd harmonics.14.3 14.4
interferenceThe change in resultant amplitude when waves overlap: constructive where they arrive in phase (amplitudes add), destructive where they arrive in antiphase (they cancel).14.3
Laplace correctionLaplace's recognition that the compressions of a sound wave are adiabatic, so the bulk modulus is $\gamma p$ and $v=\sqrt{\gamma p/\rho}=\sqrt{\gamma RT/M}$.14.2
linear mass densityMass per unit length $\mu=\dfrac mL$ of a string or wire (kg/m); for a wire of density $\rho$ and cross-section $A$, $\mu=\rho A$.14.2 14.3
longitudinal waveA wave in which the elements of the medium oscillate along the direction of travel, forming compressions and rarefactions, e.g. sound in air.14.1 14.2 14.3
mechanical waveA disturbance that travels through a material medium because of the elastic forces between its parts; each element only oscillates about its mean position, while energy and momentum are carried along.14.1 14.2
Newton's formula (speed of sound)Newton's estimate $v=\sqrt{p/\rho}$ for the speed of sound in a gas, which assumes isothermal compressions; it is too low by the factor $\sqrt\gamma$ (about $280\ \text{m/s}$ for air at $0\ ^\circ\text{C}$).14.2
nodeA point of a standing wave that is always at rest; neighbouring nodes are $\dfrac\lambda2$ apart.14.3 14.4
normal modesThe natural standing-wave patterns of a vibrating system (string, air column), each with its own frequency, in which every part moves in SHM at that frequency.14.3
overtonesThe normal modes above the fundamental, numbered in order: for a string the first overtone is the 2nd harmonic; for a closed pipe it is the 3rd harmonic.14.3
principle of superpositionWhen waves overlap, the resultant displacement is the algebraic sum of the displacements each wave would cause alone, and each wave travels on unaltered.7.1 14.3 14.4
progressive waveA wave whose pattern moves through the medium at a steady speed, e.g. $y=a\sin(kx-\omega t+\phi)$ travelling towards $+x$.14.1 14.3
rarefactionA region of a longitudinal wave where the medium is stretched out (lower density and pressure than normal); it alternates with compressions, half a wavelength apart.14.1 14.2
reflection of wavesThe return of a wave from a boundary with unchanged frequency and speed; at a rigid boundary the phase changes by $\pi$ (a pulse returns inverted), at an open boundary there is no phase change.14.3
seismic waveA wave through the Earth from an earthquake: the faster P-wave is longitudinal, the slower S-wave is transverse and cannot cross the liquid outer core.14.1
sonarLocating objects under water by timing the echoes of sound pulses: distance $=\dfrac{v\,t}{2}$ for an echo returning after a time $t$.14.2
speed of soundThe speed of longitudinal waves in a medium, $v=\sqrt{B/\rho}$ in a fluid ($\sqrt{Y/\rho}$ along a thin rod); about $343\ \text{m/s}$ in air at $20\ ^\circ\text{C}$.1.3 2.3 6.3 9.2
standing waveA non-travelling pattern, e.g. $y=2a\sin kx\cos\omega t$, formed by two identical waves moving in opposite directions; each point oscillates with an amplitude fixed by its position.14.3 14.4
timbreThe quality of a musical sound that depends on the mixture of harmonics present, which is why different instruments playing the same note sound different.14.3
transverse waveA wave in which the elements of the medium oscillate perpendicular to the direction of travel, e.g. a wave on a stretched string or an S-wave in rock.14.1 14.2
tuning forkA two-pronged steel fork that vibrates at one steady, nearly pure frequency; loading a prong with wax lowers the frequency and filing the prongs raises it.14.3 14.4
ultrasoundSound of frequency above the range of human hearing (above about $20\ \text{kHz}$); its short wavelength lets it image small structures, as in medical scanners and bat echolocation.14.1 14.2 14.4
wave numberThe angular wave number $k=\dfrac{2\pi}{\lambda}$ (rad/m): the phase change per metre along a wave.14.1 14.3
wave pulseA single short disturbance (one hump or one squeeze) travelling through a medium, as opposed to a periodic wave that repeats at regular intervals.
wave speedThe speed $v=\dfrac{\omega}{k}=\nu\lambda$ at which the pattern of a wave moves through the medium; it is set by the medium, not by the source.1.3 14.1 14.2 14.3
wavelengthThe smallest distance $\lambda$ between two points of a wave that are always in the same phase, e.g. crest to crest or compression to compression.1.3 10.3 14.1 14.2