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Flashcards · 7408 · Topic 4

Mechanics and materials flashcards

19 cards on Topic 4, subtopics 3.4.1 to 3.4.2. Pick a subtopic or study them all.

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3.4.1 Force, energy and momentum

Resolving the weight mg of an object on a slope at angle θ
mg sin θ along (down) the slope; mg cos θ perpendicular to (into) the surface.
Moment, couple and the principle of moments
Moment = force × perpendicular distance from the pivot to the line of action. Couple: equal, opposite, coplanar forces; moment = one force × separation of their lines of action. In equilibrium, sum of clockwise moments = sum of anticlockwise moments about any point.
When can the suvat equations be used?
Only for uniform (constant) acceleration, so not, for example, when air resistance changes the acceleration.
Required practical 3: finding g by free fall from a graph
Plot h against t² for a ball released from rest. Gradient = g/2, so g = 2 × gradient.
Projectile method
Split the launch velocity into horizontal (u cos θ) and vertical (u sin θ) parts. Horizontal: constant velocity. Vertical: acceleration −g, use suvat. Time links the two.
Newton's third law, and why weight and normal reaction are not a pair
Equal and opposite forces of the same type acting on different bodies. Weight and normal reaction act on the same body and are different types of force.
Impulse
FΔt = Δ(mv), the change in momentum. Equal to the area under a force–time graph. Unit N s.
Elastic vs inelastic collision
Momentum is conserved in both. Elastic: kinetic energy also conserved. Inelastic: kinetic energy not conserved.
Why does a longer contact time reduce the force (crumple zones, packaging)?
F = Δ(mv)/Δt. For the same change in momentum, a longer time gives a smaller force.
Work done by a force at angle θ to the motion, and power at constant velocity
W = Fs cos θ. P = Fv.
When does a falling object or a vehicle reach terminal (top) speed?
When the resistive forces (drag and friction) equal the weight or driving force, so the resultant force is zero and the acceleration is zero.

3.4.2 Materials

Limit of proportionality
The end of the straight-line (Hooke's law) region.
Elastic limit
Beyond it, a permanent extension remains after unloading.
Plastic vs brittle behaviour
Plastic: large permanent extension for little extra force (copper). Brittle: fractures with almost no plastic deformation (glass).
Tensile stress, tensile strain and the Young modulus
Stress = F/A (Pa). Strain = ΔL/L (no unit). Young modulus E = stress/strain = FL/(AΔL), the gradient of the linear part of the stress–strain graph.
Elastic strain energy
½FΔL = area under the force–extension graph. In the Hooke's law region it equals ½kΔL².
Required practical 4 (Young modulus): which measurement dominates the uncertainty, and why?
The wire's diameter, because the area depends on d². Measure it with a micrometer at several places and take the mean.
Loading beyond the elastic limit then unloading: what does the graph show?
The unloading line is parallel to the loading line. The area between them is the energy used to deform the material permanently.
Stiffness k vs Young modulus E
k is a property of one object (depends on its shape and size); E is a property of the material.