The displacements in an elastic material are given by:

where M, E, I, and l are constant parameters. Determine the corresponding strain and stress fields and show that this problem represents the pure bending of a rectangular beam in the x,y plane.

Transcribed Image Text:

U M(1-1) EI -xy, M(1 + v)v 2EI V=- M(1 +1) (-2). -5), 4 -y + w=0