THE NON-LINEAR FLEXURAL TORSIONAL BEHAVIOR OF STRAIGHT SLENDER ELASTIC BEAMS WITH ARBITRARY CROSS-SECTIONS

被引：14

作者：

VANERP, GM

MENKEN, CM

VELDPAUS, FE

机构：

[1] Eindhoven Univ of Technology, Netherlands

来源：

THIN-WALLED STRUCTURES | 1988年 / 6卷 / 05期

关键词：

Kinematics - Mathematical Techniques--Vectors;

D O I：

10.1016/0263-8231(88)90019-5

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A potential energy functional for the non-linear flexural-torsional behavior of straight slender elastic beams with arbitrary cross sections is derived. The result is generally applicable to situations where the strains are small and the Bernoulli hypotheses are valid. It is shown that special theories can be derived from the general expressions in a consistent manner, by neglecting some specific terms.

引用

页码：385 / 404

页数：20