Application of pseudo-parameter iteration method to nonlinear deflection analysis of an infinite beam with variable beam cross-sections on a nonlinear elastic foundation
In this study, the nonlinear deflection of an infinite beam with variable beam cross-sections on a nonlinear elastic foundation was analyzed using the pseudo-parameter iteration method (PIM), which is a EZEKIEL BREAD WHOLE GRAIN novel iterative semi-analytic method for solving ordinary/partial differential equations.To do this, we set six types of