Practice Problem 3-5 (a) |
Given: Consider a lake dam constructed of concrete (E = 20 GPa, n = 0.15). Due to the water pressure and the wieght of the dam, an element in the dam is subjected to stresses of sx = -200 MPa and sy = -400 MPa. Req'd: |
Solution: Under Plane Strain the strain in the out-of-plane direction (the z-direction in this case) is zero, thus: ez = 0 |