Accurate Solution for Orthotropic Beams with Continuously Variable Cross Sections

Table 2

The stresses on for the beam with linearly changed thicknesses, in which .

x/L
	Present	FE	Present	FE	Present	FE
0.0	0	0.017	0	0.015	0	0.014
0.1	−56.4	−56.5	−52.9	−53.0	−49.6	−49.7
0.2	−88.7	−88.8	−78.5	−78.6	−69.9	−70.0
0.3	−103	−103	−86.9	−86.8	−74.0	−74.0
0.4	−105	−105	−84.5	−84.5	−69.4	−69.4
0.5	−99.9	−100	−78.3	−78.3	−63.0	−63.0