1. Oscillatory Motion F k x v a t A, r ω φ T m L vt at ar α Ek Ep I d Ff b ω e Fd F◦ ω◦ ωd F = −kx x(t) = A sin(ωt − φ) v(t) = Aω cos(ωt − φ) a(t) = −Aω 2 sin(ωt − φ) vt = ωr at = rα ar = ω 2 r 1 Ek = Iω 2 2 1 Ek = kA2 sin2 (ωt) 2 1 2 Ep = kA cos2 (ωt) 2 Ff = −bv −bt / 2m x(t) = Ae r cos(e ω t + φ) k b2 − m 4m2 Fd (t) = F◦ cos(ωt) F◦ A(ωd ) = r 2 2 d m ωd2 − ω◦2 + bω m ω e= r r r r k g mgd κ 2π ω= = = = = m L I I T s s L I T = 2π = 2π g mgd 1 : : : : : : : : : : : : : : : : : : : : : : : : : : : Force, N Elastic modulus Displacement, m Velocity, ms−1 Acceleration, ms−2 Time, s Amplitude (radius) of oscillation, m Angular frequency, s−1 Phase shift, rads Period, s Mass, kg Length of pendulum, m Tangential velocity, ms−1 Tangential acceleration, ms−2 Radial acceleration, ms−2 Angular acceleration, ms−2 Kinetic energy, J Potential energy, J Moment of inertia Distance from pivot to center of mass, m Damping force, N Constant of proportionality, kgs−1 Varying angular frequency of system, s−1 Driving force, N Initial force, N Natural frequency Driving frequency 2. Waves y f (x) κ vw λ Ft µ P Ek y(x, t) = f (x − vw t) y(x, t) = A cos(κx − ωt − φ) s Ft λ ω vw = = = T κ µ 1 P = µω 2 A2 vw 2 dEk = lim ∆Ek ∆x→0 Z λ Ek (λ) = dEk : : : : : : : : : Displacement of medium from equilibrium, m Function of wave pulse at any point in time Wave number Wave speed, ms−1 Wavelength, m Force of tension, N Linear density, kgm−1 Power derived from wave, Js−1 Kinetic energy of the wave, J 0 A2 ω 2 µπ = 2k 3. Sound waves s(x, t) = smax cos(κx − ωt) −V ∆P B= s∆V γP ρ vw = r ϡkB T m ∆P(x, t) = ∆Pmax sin(κx − ωt) ∆Pmax = ρvs ωsmax 1 P = ρAvw (ωsmax )2 2 P P = I= A 4πr2 vo ·moving source f0 = f ·no change in λ vo ± vs vo ± vs ·moving observer f0 = f ·change in λ vo vw = 2 s B V P γ : : : : : ρ ϡ A I f f0 : : : : : : vs vo : : Displacement from equilibrium, m Bulk modulus, P a Volume, m3 Sound pressure, P a Gas characteristic constant Monatomic gases : 5 /3 Diatomic gases : 7 /5 Density of medium, kgm−3 Adiabatic index (isentropic expansion factor) Cross-sectional area of path of wave, m2 Wave intensity, Js−1 m−2 Frequency, s−1 Doppler effect frequency, s−1 + : Source receding / observer approaching − : Source approaching / observer receding Speed of source, ms−1 Speed of observer, ms−1 4. Superposition superposition If two or more travelling waves are moving through a medium principle : the resulting wave function is the sum of two individual wave functions. Holds for small oscillations. dispersion : The phenomenon that wave speed depends on frequency. 1 y(x, t) = 2A sin(κx + φ̄) sin(ωt + ∆φ12 ) 2 φ1 + φ2 φ̄ = 2 ∆φ12 = φ2 − φ1 mλ L= 2 ∆φ = κ∆L y φ1 , φ2 L m ∆φ ∆L : : : : : : Equation of motion for interfering waves Phase shifts of two interfering waves Length of string, m Mode number, m ∈ N Phase difference of two interfering waves Path difference of two interfering waves 5. Interference light : In a vacuum, consists of oscillating electric and magnetic fields, such that the directions of the two different oscillations are perpendicular to each other. Huygens’ Each point on a wavefront acts as a disturbance of the medium in which it is principle : propagating and thus is a source for further waves. diffraction : Ability of waves to travel around corners. monochromatic : Of a single wavelength. White light is polychromatic. coherent : Having a constant phase relationship. ** Number of fringes corresponds to number of wavelengths by which two paths differ. λ vw θ vw1 sin(θ1 ) λ1 = = λ2 vw2 sin(θ2 ) c ni = vwi n1 sin(θ1 ) = n2 sin(θ2 ) ∆φ = κn` ni c vwi ∆φ ` ∆L d `OP L ∆L = d sin(θ) = mλ , m ∈ N `OP L = n` 3 : Wavelength of interfering waves : Wave speed of interfering waves : Angle from normal of incident and refracted waves : Index of refraction of material i : Speed of light in a vacuum, ms−1 : Speed of wave in material i, ms−1 : Phase shift of wave : Length traveled by wave in medium, m : Path difference of wave : Distance between two slits, m : Optical path length 6. Quantum Mechanics h qe Vs Φ f◦ p ∆x EB Ry n kB T ψ(x) ψ(x)∗ V (x) hai â E = hf = ~ω h ~= 2π qe Vs = hf − Φ Φ = hf◦ h p= λ ~ 6 ∆x∆p 2 6 ∆E∆t p2 2m Ry EB = − 2 n 2 mke qe2 En = − 2 n~ · Electron-proton energies p E 2 − (pc)2 m= c2 · Invariant mass of a system E= Planck constant, Js Charge of an electron C Stopping voltage, V Work function, J Critical frequency, Hz Momentum, kgms−1 Uncertainty in observed value x Binding energy, J Rydberg constant, eV Energy level, n ∈ N Boltzmann constant Temperature, K Wave function Complex conjugate of wave function Potential energy Expectation value of observable a Operator of observable, matrix form Observable Operator x hxi x2 x2 δ hpi δx (−i)~ h(1 − cos θ) me c · Compton scattering ∆λ = · Square wells Infinite : ψ 00 (x) = −k 2 ψ(x) 2mE k2 = ~2 −2 λmax T = 0.2898 · 10 mK · Wien’s Displacement Law 2πckB T I(λ, T ) = λ4 · Rayleigh-Jeans Law Finite : ψ 00 (x) = α2 ψ(x) α2 = 2πhc2 I(λ, T ) = λ5 (ehc/λkB T − 1) · Planck’s Law Eψ(x) = : : : : : : : : : : : : : : : : : −~2 2m(V − E) ~2 · Special Relativity Lorentz factor : δ2 ψ(x) + V (x) + ψ(x) 2m δx2 · Schrödinger equation Z ∞ 1= |ψ(x)|2 dx time dilation 1 γ=q 1− v2 c2 ∆t◦ proper time ∆t = ∆t◦ γ ∆t observed time mass m◦ proper mass m = m◦ γ expansion m observed mass L◦ length L◦ proper length L= contraction L observed length γ −∞ · Normalization condition Z ∞ hai = ψ ∗ (x)âψ(x) dx −∞ 4 7. Universal Gravitation GM m r2 −GM m = r G Epg r T a vc ve L F = Epg 1 1 − r1 r2 ∆Epg = GM m 2 4π 2 a3 T = GM r GM vc = r r 2GM ve = r L = mvr : : : : : : : : Universal gravitational constant Gravitational potential energy Distance between center of mass of two objects Period of revolution, s Length of semi-major axis, m Speed in a circular orbit, ms−1 Escape speed, ms−1 Angular momentum, kgm2 s−1 8. Fluid Mechanics p p◦ ρ h A FB Vm η r C τ δv / δx Re d R ∆p = ρg∆h p = p◦ + ρgh = F A FB = Vm ρg 1 const = p + ρv 2 + ρgh 2 Fdrag = 6πηrv · laminar flow 1 = CAρv 2 · turbulent flow 2 F τ= A τ η = δv /δx ρvd Re = η R = A1 v1 = A2 v2 5 : : : : : : : : : : : : : : : Pressure, kgm−1 s−2 Pressure at surface of liquid Density of fluid, kgm−3 Change in height, m Area, m2 Buoyancy force, N Volume of mass in water Viscosity, kgm−1 s−1 Radius of object experiencing drag force Drag coefficient Shear stress Velocity gradient Reynolds number Characteristic length, m Flow rate, m3 s−1 9. Constants h c me mp qe qp ke µ0 ε0 RE mE g G Ry h = 6.62606896 · 10−34 J · s = 4.13566733 · 10−15 eV · s c = 2.99792458 · 108 m · s−1 me = 9.10938215 · 10−31 kg = 0.510998910 M eV · c−2 mp = 1.672621638 · 10−27 kg = 938.272013 M eV · c−2 qe = −1.602176487 · 10−19 C qp = 1.602176487 · 10−19 C ke = c2 · 10−7 = 8.9875517873 · 109 N · m2 · C −2 µ0 = 4π · 10−7 ε0 = (µ0 · c2 )−1 = 2.2654418729 · 10−3 RE = 6.371 · 106 m mE = 5.9742 · 1024 kg g = 9.80665 ms−2 G = 6.67428 · 10−11 m3 · kg −1 s−2 Ry = 13.6056923 eV 6 : : : : : : : : : : : : : : Planck constant Speed of light in a vacuum Electron mass Proton mass Electron charge Proton charge Coulomb’s constant Permeability constant of free space Permittivity constant of free space Earth radius Earth mass Earth surface gravity Universal gravitational constant Rydberg constant