Finite-element analysis of an alternative masonry wall system

被引：4
|
作者：
Alwathaf, Ahmed H. [1 ]
Thanoon, Waleed A. [2 ]
Jaafar, Mohd S. [3 ]
机构：
[1] Sanaa Univ, Engn Consultancy Ctr, Sanaa, Yemen
[2] Univ Nizwa, Pro VC Res, Nizwa, Oman
[3] Univ Putra Malaysia, Serdang 43400, Malaysia
来源：
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS | 2015年 / 168卷 / 04期
关键词：
brickwork & masonry; failures; mathematical modelling;
D O I：
10.1680/stbu.13.00068
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents the analysis and modelling of interlocking mortarless concrete block walls subjected to concentric and eccentric compressive loading using a finite-element method. Detailed constitutive relationships concerning the mortarless dry joints and masonry materials are proposed for the finite-element model. An incremental-iterative finite-element (FE) program code is written to analyse the masonry walls up to failure. The applicability of the proposed FE model is investigated by demonstrating the non-linear structural response and failure mechanism of stiffened and unstiffened interlocking mortarless walls. Good agreement between the developed FE code and the experimental test results is achieved.
引用
收藏
页码：237 / 250
页数：14
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