Redo Prob. 2.19 for the case in which corner point A is moved to A’ (3.0006, 0.9997, 1.9996).
Prob. 2.19 -A 3-m by 1-m by 2-m parallelepiped is deformed by movement of corner A to A’ (2.9995, 1.0003, 1.9994), as shown in Fig. P2.19. Assuming that the displacement field is given by Eqs. (2.22), calculate at point A (a) the strain components and ascertain whether this strain distribution is possible; (b) the normal strain in the direction of line AB; and (c) the shearing strain for the perpendicular lines AB and AC.
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.