AS edexcel Summary
Projectile Motion
Projectile Types: Distinction between horizontal and vertical projectiles.
Horizontal Projectile Motion:
Velocity (V) = Displacement/Time
Horizontal velocity (Vx) remains constant: S = Vx * t
Vertical Projectile Motion:
Acceleration (a) = -9.81 m/s² (due to gravity)
At maximum height, velocity (V) = 0
Kinematic Equations
Common quantities in projectile motion include time.
Relevant equations:
V = u + at
V² - U² = 2as
S = ut + (1/2)at²
Viscosity and Laminar Flow
Viscosity: Resistance of a fluid to flow.
Laminar Flow:
Characteristics:
Low velocity
Shape impact on flow
Spherical shape particles.
Falling Sphere:
When falling at constant velocity, net force = 0 (Upward force = Downward force).
Forces Involved:
Drag Force (FD) = 6πrηv , where η is viscosity, r is radius, v is velocity.
Work and Energy
Work (W): Work = Force x Distance (in the direction of force).
Example Calculation: W = 10N * 5m = 50 J.
Kinetic Energy (KE):
KE = (1/2)mv²
Gravitational Potential Energy (GPE):
GPE = mgh
Elastic Potential Energy (EPE):
EPE = (1/2)Fx or EPE = (1/2)kx²
Energy Loss: Some energy is lost due to heat from friction during loading and unloading of elastic materials.
Elasticity and Hooke's Law
Elastic Material: Returns to its original shape; may not obey Hooke's law if the graph is not a straight line.
Young’s Modulus:
Stress = Force/Area
Strain = Change in Length/Original Length
Moment and Torque
Moment (Torque):
Moment = Force x Perpendicular distance from pivot
Rotational Equilibrium: A.C.W (anticlockwise) moments equal C.W (clockwise) moments.
Momentum and Collisions
Momentum (p):
Momentum = mass x velocity (p = mv)
Collision equations:
m₁u₁ + m₂u₂ = m₁v₁ + m₂v₂
Newton's Laws of Motion:
2nd Law: Force = rate of change of momentum (F = m(v-u)/t)
3rd Law: For every action, there is an equal and opposite reaction.