2. A rectangular plate with sides 6 m and 4 m of thickness l 12 mm (Fig. 1) is subjected to the s...
62 (1%) Consider a rectangular plate with sides a and b and thickness t, as shown in the figure at left below. a. Biharmonic equation. If we assume an Airy's stress function: Ф(x,y)-p(x'-y'), where p is a constant, will the biharmonic equation be satisfied? Ignore the body forces. b. Stresses. Determine the stresses (σ.σ..). c. Resultant forces & moment. Apply the Saint-Venant's Principle to find the resultant normal and shearing boundary forces as well as resuitant bending moment along all...
Consider a rectangular plate with sides a and b and thickness t, as shown in the figure at left below. a. Resultant forces & moment, Apply the Saint-Venant's Principle to find the resultant normal and shearing boundary forces as well as resultant bending moment along the left (x-0,0sysb) and right (x-a0sysb) edges of the plate. The respective sense of each resultant is defined in the figure at right below. b Plane stress vs plane strain. The solutions to the above...
1. Consider a rectangular plate with sides a and b of thickness t, as showen in Fig. P1, for the stress function 0 = px?y, where p is a constant, what will be the resultant normal bounday force Py allong the edge of the plate y = b? (a) 3pabt, (b) pat, (c) 2pabt, (d) 0, (e) none of above YA 3 4 6 4 25 6 51 MPa X a Fig. P1 Fig. P2
1. Consider a rectangular plate with sides a and b of thickness t, as showen in Fig. P1, for the stress function Ø = px3y, where p is a constant, what will be the resultant normal bounday force Py allong the edge of the plate y = b? (a) 3pabt, (b) pa’t, (c) 2pa’bt, (d) 0, (e) none of above YA b 3 4 6 4 2 5 6 5 1 MPa X k a Fig. P1 Fig. P2