A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model

Figure 12

Convergence behavior of the solutions 𝐸=𝐼=1, 𝛾=0.2, and 𝑘_𝑝=3: (a) 𝑘=1, (b) 𝑘=1.5, and (c) 𝑘=2.

(a)

(b)

(c)