Stability of columns with no tension strength and bounded compressive strength and deformability. Part 1: large eccentricity

被引：23

作者：

De Falco, A

Lucchesi, M

机构：

[1] Univ Florence, Dipartimento Costruzioni, I-50121 Florence, Italy

[2] Univ Pisa, Dipartimento Ingn Civile, I-56100 Pisa, Italy

来源：

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 2002年 / 39卷 / 25期

关键词：

stability; masonry columns; no-tension material;

D O I：

10.1016/S0020-7683(02)00467-5

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

This work concerns the stability of piles with rectangular cross section, made of a no-tension material with limited compressive strength and deformability, subjected to an axial load acting within the cross section but outside its middle third (large eccentricity). The differential equations obtained have been solved explicitly, and their solutions have allowed us to describe the stability characteristics of the pile through graphical representations. (C) 2002 Elsevier Science Ltd. All rights reserved.

引用

页码：6191 / 6210

页数：20