Numerical analysis of masonry structures by finite-discrete element model

被引：0
|
作者：
Nikolic, Zeljana [1 ]
Smoljanovic, Hrvoje [1 ]
Zivaljic, Nikolina [1 ]
机构：
[1] Univ Split, Fac Civil Engn Architecture & Geodesy, Matice Hrvatske 15, Split 21000, Croatia
来源：
INTERNATIONAL JOURNAL OF MASONRY RESEARCH AND INNOVATION | 2016年 / 1卷 / 04期
关键词：
dry stone masonry structures; finite-discrete element method; masonry structures;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents numerical model based on the finite-discrete element method for the analysis and prediction of the collapse of masonry structures with mortar joints and dry stone masonry structures. The model consists of a numerical model in a finite element, contact interaction algorithm which simulates the interaction between stone blocks in dry joint and numerical model in an interface element which simulates the behaviour of the mortar joints and unit-mortar interface. The verification of the model was performed on examples by comparing it with the known numerical and experimental results from literature.
引用
收藏
页码：330 / 350
页数：21
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