1. Strain energy stored in a member is given by
- 0.5 × stress × volume
- 0.5 × strain × volume
- 0.5 × stress × strain × volume
- 0.5 × stress × strain
2. Two uniform steel rods A and B of same length having diameters d and 2d are subjected to tensile forces P and 2P respectively. Then the strain energy in both rods will be
- rod A has more
- equal
- zero in both
- rod B has more
3. For a beam carrying a UDL, the strain energy will be maximum in case the beam is
- cantilever
- simply supported
- propped cantilever
- fixed at both ends
4. For linear elastic system, the top of displacement for strain energy is given by
- linear
- quadratic
- cubic
- quartic
5. A prismatic bar 1m long and 4 sq. cm in cross-sectional area is compressed by a force of 80 kN. If E = 200kN/sq.mm, the total strain energy stored in the bar is equal to
- 40 kN-mm
- 0.05 kN-mm
- 400 kN-mm
- 80 kN-mm
6. U1 and U2 are the strain energies stored in a prismatic bar due to axial tensile forces P1 and P2 respectively. The strain energy U stored in the same bar due to combined action of P1 and P2 will be
- U = U1 × U2
- U = U1 + U2
- U > U1 + U2
- U < U1 + U2
7. If a cantilever beam of length L is subjected to a point load P acting in the downward direction at its free end and the flexural rigidity (EI) of the beam is constant, the elastic strain energy due to bending would be
$\\a.\; \frac{PL}{6EI}\\ b. \; \frac{P^{2}L^{3}}{6EI}\\ c. \; \frac{P^{2}L^{2}}{3EI}\\ d. \; \frac{P^{2}L^{3}}{3EI}$
8. Strain energy per unit volume that a material can absorb without exceeding its proportional limit is called
- Strain hardening
- Shear modulus of material
- Bulk modulus of material
- Modulus of resilience
9. Which one of the following expression represents strain energy density?
- stress × strain
- (1/2) stress × strain
- (1/3) stress × strain
- (1/4) stress × strain
10. The strain energy stored in a simply supported beam of span ‘L’ and flexural rigidity EI due to central concentrated load W is given by
$\\a.\; \frac{W^{2}L^{2}}{48EI}\\ b.\; \frac{W^{2}L^{3}}{48EI}\\ c.\; \frac{W^{2}L^{2}}{96EI}\\ d.\; \frac{W^{2}L^{3}}{96EI}$
11. A bar of length L and cross-sectional area A is subjected to gradually applied load w. The strain energy stored in the bar is
$\\a.\; \frac{wL^{2}}{2AE}\\ b.\; \frac{wL^{2}}{AE}\\ c.\; \frac{w^{2}L}{AE}\\ d.\; \frac{w^{2}L}{2AE}$
12. A prismatic beam of uniform flexural rigidity EI is simply supported over a span, L. If a moment, M is applied at one support, the resulting bending strain energy is
$\\a.\; \frac{M^{2}L}{4EI}\\ b.\; \frac{ML^{2}}{EI}\\ c.\; \frac{M^{2}L}{6EI}\\ d.\; \frac{M^{2}L}{2EI}$
13. If the depth of a rectangular section is reduced to half, strain energy stored in the beam becomes
- 1/4 times
- 1/8 times
- 4 times
- 8 times
14. What will be the unit of strain energy density in SI system
- J/m3
- J/m3s
- Js/m3
- Inlb/in3