Q.1
14 MarksThe stress-strain diagram shows how a wire stretches under a growing load. Stress is the force per unit area, and strain is the change in length per unit length.
Stress
| U
| .-' `.
| Y.' `. F
| E|
| P /
| /
| /
+-------------------> Strain- O to P (proportional limit): the graph is a straight line. Stress is proportional to strain, which is Hooke's law.
- Up to E (elastic limit): the material goes back to its original size when the load is removed.
- Y (yield point): the strain grows quickly with little extra stress, and the deformation becomes permanent (plastic).
- U (ultimate tensile strength): the highest stress that the material can bear.
- F (fracture point): the wire narrows (necking) and breaks.
Modulus(iv)Poisson’s Ratio.
- (i) Young's modulus : the ratio of the longitudinal stress to the longitudinal strain, within the elastic limit. . Unit: N/m².
- (ii) Bulk modulus : the ratio of the volume stress (pressure) to the volume strain. . It tells how hard a material is to compress. Unit: N/m².
- (iii) Shear modulus (rigidity modulus) : the ratio of the shear stress to the shear strain. , where is the angle of shear. Unit: N/m².
- (iv) Poisson's ratio : the ratio of the lateral strain to the longitudinal strain. . It is a pure number with no unit, and its value for most materials is between 0 and 0.5.
What is cantilever? Obtain the expression for depression of cantilever loaded at free end.
A cantilever is a beam or a bar that is fixed (clamped) at one end and free at the other end. Examples are a diving board and a balcony.
Setup
A cantilever of length is fixed at , and a load hangs at the free end . Let be the Young's modulus of the material and the geometrical moment of inertia of the cross section. Take along the beam from the fixed end, and as the depression downwards.
Derivation
At a point at distance from the fixed end, the load acts at a distance . The bending moment about is
The internal restoring moment is . In equilibrium it equals the bending moment.
At the fixed end , the slope .
Integrate again. At , .
Put .
For a rectangular beam of breadth and depth , , so . For a circular rod of radius , , so .
The depression at the free end of the cantilever is .