不均質はりの大たわみ問題の積分方程式法による解析 : 第2報,断面の性質が漸変する場合の解析

概要

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The evaluation of moderately large deflections of inhomogeneous beam with fixed ends is presented using the Integral Equation Method (I.E.M.). The I.E.M. technique previously developed for the beam with fixed ends is here applied newly introducing internal zonal subdivisions. The nonlinearity due to fixed ends is included in the numerical method via an iterative procedure which has a numerical stability and a rapid convergence. In the analysis we consider the problem in which the flexural rigidity of the beam varies continuously along the length of the beam. A number of numerical examples of the beam with various boundary conditions are analyzed for deflections and the results are presented in the form of graphs.
一般社団法人日本機械学会の論文
1987-07-25