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Shock and Vibration
Volume 2018, Article ID 4527571, 20 pages
Research Article

Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow

1State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China
2Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, China

Correspondence should be addressed to Zheng Lu; nc.ude.ijgnot@111gnehzul

Received 10 July 2017; Accepted 8 January 2018; Published 8 February 2018

Academic Editor: Naveed Ahmad

Copyright © 2018 Peizhen Li et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


The aim of this study was to investigate the influences of different parameters on the performance of fiber reinforced polymer (FRP) masonry structures under debris flow using finite element models that were established using the software LS-DYNA. The overall structural responses under the impacts of viscous debris flows were analyzed based on an in-depth parametric study of some key factors (fiber types, relative impact positions, etc.). The results show that the diagonal and intersecting parallel types of FRP arrangements elicit better performances than horizontal types. Use of wider fiber cloths leads to the minimization of the structural response after its impact by debris flow. In addition, glass fiber reinforced polymer (GFRP) yields the best results among all studied materials in reducing local damage, while carbon fiber reinforced polymer (CFRP) yields a better overall structural response. Impact positions at the center of the wall are more unfavorable than those at the corners.