Cambridge IGCSE Physics Motion Forces and Energy Revision Guide

Nature of Science, Physical Quantities, and Forces

  • Cambridge Core Definitions

    • Scalar Quantity: A quantity that possesses magnitude (size) only. Examples include:
      • Mass
      • Distance
      • Speed
      • Time
      • Energy
    • Vector Quantity: A quantity that possesses both magnitude and direction. Examples include:
      • Displacement
      • Velocity
      • Acceleration
      • Force
      • Weight
      • Momentum
  • Scientific Laws vs. Theories

    • Scientific Law: A concise mathematical statement describing what happens under specific physical conditions. An example is Newton's Law of Universal Gravitation:
      • F=G×m1×m2r2F = \frac{G \times m_1 \times m_2}{r^2}
    • Scientific Theory: A comprehensive, empirically verified explanation of why phenomena occur. An example is Einstein's Theory of General Relativity.
  • Classification of Forces

    • Forces are pushes or pulls measured in Newtons (NN) using a spring balance or vector quantity rules.
    • Contact Forces:
      • Friction (FfF_f): The force that opposes motion between two surfaces sliding past each other.
      • Air Resistance / Drag (FairF_{air}): Friction exerted by fluid particles on a moving body.
      • Normal Contact Force (RR or NN): The perpendicular reaction force exerted by a solid surface.
      • Tension (TT): The pulling force transmitted through a stretched string, cable, or spring.
    • Non-Contact Forces:
      • Gravitational Force / Weight (WW): The downward force of gravity acting on a mass, defined by the formula:
        • W=m×gW = m \times g
      • Electrostatic Force: The attraction or repulsion between stationary electric charges.
      • Magnetic Force: The attraction or repulsion between magnetic poles or moving charges.
  • Four Primary Effects of Forces

    • An unbalanced force acting on an object can cause a change in:
      1. Speed: Speeding up (acceleration) or slowing down (deceleration/retardation).
      2. Direction: Changing the path of motion, such as circular or curved motion.
      3. Shape / Size: Causing elastic or plastic deformation. This is described by Hooke's Law:
        • F=k×xF = k \times x

Resultant Force and Friction Reduction

  • Resultant (Net) Force Calculation (Fnet=ΣFF_{net} = \Sigma F)

    • Parallel / Same Direction: Fnet=F1+F2F_{net} = F_1 + F_2
    • Opposite Directions: Fnet=FlargeFsmallF_{net} = F_{large} - F_{small} (the resultant force acts in the direction of the larger force).
    • Perpendicular Vectors: Fnet=F12+F22F_{net} = \sqrt{F_1^2 + F_2^2}
      • The angle is calculated as θ=tan1(F2F1)\theta = \tan^{-1}(\frac{F_2}{F_1})
  • Methods of Reducing Friction

    • Lubrication: Interposing oil, grease, or fluid film between sliding solid surfaces.
    • Rolling Bearings: Utilizing ball or roller bearings to convert sliding friction into rolling resistance.
    • Streamlining: Designing teardrop or aerodynamic profiles to reduce fluid air resistance/drag.
    • Polishing: Reducing microscopic surface asperities.
  • Terminal Velocity Step-by-Step Sequence

    • For an object falling in a uniform gravitational field with air resistance:
      1. At Release (t=0t = 0): Velocity v=0v = 0, and Drag Fair=0F_{air} = 0. Therefore, Net force Fnet=Weight(W)=m×gF_{net} = Weight (W) = m \times g. Downward acceleration is at its maximum (a=g=9.8m/s2a = g = 9.8\,m/s^2 or 10m/s210\,m/s^2).
      2. Accelerating Phase: As velocity (vv) increases, air resistance increases (Fairv2F_{air} \propto v^2). As a result, the net force decreases (Fnet=WFairF_{net} = W - F_{air}), which causes the downward acceleration (aa) to decrease.
      3. Terminal Velocity Achieved: Eventually, Fair=WF_{air} = W. Thus, Fnet=0NF_{net} = 0\,N, acceleration drops to a=0m/s2a = 0\,m/s^2, and velocity remains constant.

Kinematics and Graph Analysis

  • Speed, Velocity, and Acceleration Formulas

    • v=dtv = \frac{d}{t}
    • vavg=ΔxΔtv_{avg} = \frac{\Delta x}{\Delta t}
    • a=vuta = \frac{v - u}{t}
    • Variables:
      • vv = final speed/velocity (m/sm/s)
      • uu = initial velocity (m/sm/s)
      • d,Δxd, \Delta x = distance/displacement (mm)
      • tt = time taken (ss)
      • aa = acceleration (m/s2m/s^2)
  • Average vs. Instantaneous Speed

    • Average Speed: The total distance covered divided by the total time taken (vavg=dtotalttotalv_{avg} = \frac{d_{total}}{t_{total}}).
    • Instantaneous Speed: The speed at a specific moment in time, given by a speedometer or the gradient of a tangent on a graph.
  • Interpretation of Motion Graphs

    • Distance–Time Graph:
      • Slope / Gradient: Represents Speed (v=ΔdΔtv = \frac{\Delta d}{\Delta t}).
      • Area under graph: No physical meaning.
    • Speed–Time Graph:
      • Slope / Gradient: Represents Acceleration (a=ΔvΔta = \frac{\Delta v}{\Delta t}).
      • Area under graph: Represents Total Distance Traveled (d=Aread = Area).
  • Cambridge Exam Tips for Speed-Time Graphs

    • Horizontal line = constant speed.
    • Constant straight slope = uniform acceleration.
    • Curving line upwards = increasing acceleration.
    • The area under the speed-time curve equals the distance.

Newtonian Dynamics and Bridge Engineering

  • Newton's Laws of Motion

    1. 1st Law: An object remains at rest or moves with constant velocity unless acted upon by a resultant force (Fnet0F_{net} \neq 0).
    2. 2nd Law: Fnet=m×aF_{net} = m \times a. Acceleration is directly proportional to resultant force and inversely proportional to mass.
    3. 3rd Law: When body A exerts a force on body B, body B exerts an equal and opposite force on body A.
  • Structural Mechanics in Bridge Engineering

    • Static Equilibrium: For structural stability, two criteria must be satisfied:
      1. No resultant force: ΣF=0\Sigma F = 0
      2. No resultant moment (Principle of Moments): ΣM=0\Sigma M = 0 (Clockwise Moments = Anticlockwise Moments).
    • Suspension Bridges: Main cables are subjected to extreme tension forces, which transfer load to vertical towers that are under compression.
    • Arch Bridges: Designed to push outwards at the abutments, keeping structural stones or steel under direct compression.
    • Truss Bridges: Triangular arrangements resolve external loads into axial tension and compression forces.

Energy, Work, and Mechanical Power

  • Law of Conservation of Energy: Energy cannot be created or destroyed, only transferred from one store to another (e.g., potential, kinetic, thermal, electrical, radiation).

  • Gravitational Potential Energy

    • ΔEp=m×g×Δh\Delta E_p = m \times g \times \Delta h
    • ΔEp\Delta E_p = change in potential energy (JJ)
    • mm = mass (kgkg)
    • gg = gravitational field strength (9.89.8 or 10N/kg10\,N/kg)
    • Δh\Delta h = height change (mm)
  • Kinetic Energy

    • Ek=12×m×v2E_k = \frac{1}{2} \times m \times v^2
    • EkE_k = kinetic energy (JJ)
    • vv = velocity (m/sm/s)
  • Work Done and Mechanical Power

    • W=F×dW = F \times d
    • P=Wt=ΔEtP = \frac{W}{t} = \frac{\Delta E}{t}
    • WW = Work done (Joules, JJ or NmN \cdot m)
    • FF = Force (NN)
    • dd = distance moved in the direction of the force (mm)
    • PP = Power (Watts, WW or J/sJ/s)
  • Conservation Mechanics (Free-Fall Drop)

    • Assuming negligible air drag resistance during a free-fall drop:
      • Ep(top)=Ek(bottom)E_p(top) = E_k(bottom)
      • m×g×h=12×m×v2m \times g \times h = \frac{1}{2} \times m \times v^2
      • v=2×g×hv = \sqrt{2 \times g \times h}

Worked Cambridge Exam-Style Question

  • Worked Example 1: Kinematics and Energy Conservation
    • Question: A roller coaster car of mass m=500kgm = 500\,kg starts from rest at height h=20mh = 20\,m. Taking g=9.8m/s2g = 9.8\,m/s^2 and ignoring friction:
      • (a) Calculate the gravitational potential energy of the car at the top.
      • (b) Determine the maximum speed of the car at the bottom of the slope.
      • (c) If the car is brought to rest at the station in t=4.0st = 4.0\,s over a distance of 40m40\,m, calculate the braking force required.
    • Solution (a): Potential Energy Calculation
      • Ep=m×g×h=500kg×9.8m/s2×20m=98,000J=98kJE_p = m \times g \times h = 500\,kg \times 9.8\,m/s^2 \times 20\,m = 98,000\,J = 98\,kJ
    • Solution (b): Velocity at Bottom
      • By Conservation of Energy: Ek=Ep=98,000JE_k = E_p = 98,000\,J
      • 12×m×v2=98,000\frac{1}{2} \times m \times v^2 = 98,000
      • 12×(500)×v2=98,000\frac{1}{2} \times (500) \times v^2 = 98,000
      • 250×v2=98,000250 \times v^2 = 98,000
      • v2=392v^2 = 392
      • v=39219.80m/sv = \sqrt{392} \approx 19.80\,m/s
    • Solution (c): Braking Force and Power
      • Work done by brakes = Initial Kinetic Energy = 98,000J98,000\,J
      • W=F×dW = F \times d
      • 98,000J=F×40m98,000\,J = F \times 40\,m
      • F=98,00040=2,450NF = \frac{98,000}{40} = 2,450\,N
      • Braking Power: P=Wt=98,000J4.0s=24,500W=24.5kWP = \frac{W}{t} = \frac{98,000\,J}{4.0\,s} = 24,500\,W = 24.5\,kW