Numerical Simulation of Masonry-Infilled RC Frames Using XFEM
Publication: Journal of Structural Engineering
Volume 143, Issue 10
Abstract
Evaluation of the seismic performance of masonry-infilled reinforced concrete (RC) frames is challenging because a number of damage patterns can be induced by the interaction between the infill and the frame. In this paper, the extended finite-element method (XFEM) is adopted to model the cracking behavior and the compressive failure of concrete in frame members as well as masonry units in infill panels, and the discrete interface element is employed to simulate the behavior of the masonry mortar joints and the joints at the frame-to-infill interface. With the XFEM, the crack can propagate in an arbitrary manner during the analysis. In addition, multiple continuous cracks are allowed in this model. The nonlinear finite-element model is validated by the available experimental data. It can be concluded that the proposed model is capable of predicting the load-displacement response of a masonry-infilled RC frame structure. The damage patterns regarding cracking and crushing of frame members and masonry panels, tensile fracture and compressive compaction in mortar joints, and shear sliding of masonry units along mortar joints are also reproduced very well.
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Acknowledgments
The authors express their sincere gratitude to P. Benson Shing of the University of California at San Diego and Ioannis Koutromanos of Virginia Polytechnic Institute and State University for their kind help. This investigation is supported by the National Key Research and Development Plan (2016YFC0701108), the National Natural Science Foundation of China (No. 51238012, 51322801), the Outstanding Talents Jump Promotion Plan of Basic Research of Harbin Institute of Technology, China Postdoctoral Science Foundation (No. 2016M601430), and Open Foundation by Key Laboratory in Harbin Institute of Technology. This support is greatly appreciated. The authors also acknowledge the anonymous reviewers who contributed significantly to improving and enriching the paper.
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©2017 American Society of Civil Engineers.
History
Received: Jun 1, 2016
Accepted: May 11, 2017
Published online: Aug 12, 2017
Published in print: Oct 1, 2017
Discussion open until: Jan 12, 2018
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