For the rectangular element considered in Problem 10.52 and Fig. 10.35, find the element nodal force vector when a
concentrated (point) load, with Px0 ¼ 100 N and Py0 ¼ 500 N, act at the point (x0 ¼ 4 cm, y0 ¼ 5 cm). Perform the
needed integration by evaluating the integrand at the centroid of the element and treating the integrand as a constant
throughout the element.
Nodal forces are concentrated forces acting on the nodes which are equivalent statically to the boundary stresses and distributed loads on the element.
Nodal Force Vector :
the nodal force vector fe can be obtained
"dxdy =abd \\epsilon d\\eta"
Comments
Leave a comment