ON THE LARGE DEFLECTIONS OF NONPRISMATIC CANTILEVERS WITH A FINITE DEPTH

被引：25

作者：

BAKER, G

机构：

[1] Department of Civil Engineering, University of Queensland, St Lucia

来源：

COMPUTERS & STRUCTURES | 1993年 / 46卷 / 02期

关键词：

D O I：

10.1016/0045-7949(93)90201-N

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The large deflection profiles of tapered cantilevers under arbitrarily distributed loads are obtained through a weighted residual solution of the governing Bernoulli-Euler equation. The effect of a finite depth on deflections is studied for the range of beam geometries over which Bernoulli-Euler equation is applicable. Results are given for a variety of load shapes and geometries.

引用

页码：365 / 370

页数：6

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