FE modelling of RC frames with masonry infill panels under in-plane and out-of-plane loading

被引：64
|
作者：
Mohyeddin, Alireza [1 ]
Goldsworthy, Helen M. [2 ]
Gad, Emad F. [3 ]
机构：
[1] Edith Cowan Univ, Sch Engn, Joondalup, WA 6027, Australia
[2] Univ Melbourne, Dept Infrastruct Engn, Parkville, Vic 3010, Australia
[3] Swinburne Univ Technol, Fac Engn & Ind Sci, Hawthorn, Vic 3122, Australia
来源：
ENGINEERING STRUCTURES | 2013年 / 51卷
关键词：
Finite element; ANSYS; Infill-frame; Strut modelling; Masonry; Reinforced-concrete; In-plane; Out-of-plane; SMEARED CRACK MODELS; FINITE-ELEMENT MODEL; SEISMIC RESPONSE; BRICK MASONRY; CONCRETE; BEHAVIOR; FRACTURE; PARAMETERS; RESISTANCE; STRENGTH;
D O I：
10.1016/j.engstruct.2013.01.012
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper gives a detailed presentation of a generic three-dimensional discrete-finite-element model that has been constructed for reinforced-concrete frames with masonry infill using ANSYS. Appropriate experimental data available from the literature are utilised to verify the model. The reasons behind some of previously observed damage to infill-frames are given. A simple method is proposed to overcome convergence issues which are related to the Newton-Raphson algorithm. It is shown that the model can be employed to predict the behaviour of the infill-frame over a wide range of drift, and to interpret its response at various stages of in-plane or out-of-plane loading. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码：73 / 87
页数：15
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