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- Title
Numerical Modeling Technique of Damage Behavior of MaSonry-Infilled RC Frames.
- Authors
Liu, Bo; Liu, Chunhui; Wang, Xiaomin; Kong, Jingchang; Chang, Zhiwang
- Abstract
The damage pattern of masonry-infilled reinforced concrete (RC) frame structures in earthquake events is complicated, and understanding the detailed failure behavior of these structures and modeling it accurately has been a challenging task. In this paper, the extended finite element method (XFEM) is introduced to reproduce arbitrary cracks initiating and propagating in concrete frame and masonry units, combined with interface elements to model various behaviors of masonry-infilled RC frames. Within the finite element analysis program FEAP, a user element subroutine is adopted for the incorporation of XFEM and two types of extended finite elements with and without crack tip enrichments are built to simulate the behavior of concrete material for frame members and masonry blocks for the infill panel, respectively. In addition, a macro command is created to check the crack-propagation criterion and update crack and enrichment information. Furthermore, numerical examples are performed with existing test data, which reveal the efficiency of the implementation procedure. A comparison of the analytical and experimental results show that the proposed modeling can be used to predict the crack and failure process and the load-bearing capacity curves of the structures and reflect accurately the interaction of masonry infill and RC frames.
- Subjects
PROCESS capability; CONCRETE masonry; FINITE element method; STRUCTURAL frames; REINFORCED concrete; CRACKS in reinforced concrete; NONLINEAR analysis
- Publication
Applied Sciences (2076-3417), 2023, Vol 13, Issue 3, p1521
- ISSN
2076-3417
- Publication type
Article
- DOI
10.3390/app13031521