Exact Static Analysis of In-Plane Curved Timoshenko Beams with Strong Nonlinear Boundary Conditions

Table 2

Neutral axis displacements in and directions and angle of rotation due to bending in direction for curved beam with linear and nonlinear boundaries subjected to uniform load in direction [ = /2, = 100, = 0.01, = 1, = 1, = 0, = 1].

0	0.00000	0.00000	0.00000
0.1	−0.00037	0.03283	0.00236
0.2	−0.00004	0.05949	0.00767
0.3	0.00140	0.08033	0.15178
0.4	0.00423	0.09584	0.02411
0.5	0.00860	0.10662	0.03372
0.6	0.01455	0.11342	0.04331
0.7	0.02201	0.11705	0.05228
0.8	0.03083	0.11844	0.06011
0.9	0.04079	0.11854	0.06643
1.0	0.05161	0.11835	0.07101