Affiliation:
1. Tongji University; The University of Western Australia
Abstract
This paper focuses on the wave propagation and compression damage in concrete through a plate impact problem. First, the Johnson–Holmquist concrete model is briefed. Then, a cross-format central finite difference scheme is formulated and coded in Fortran 90. After the damage constitutive model is implemented into the code, the stress-wave-induced compression damage in the concrete plate is subsequently simulated. The consistence of the predications between the one-dimensional finite difference code and LS-DYNA is corroborated. Finally, the effects of the magnitude and direction of impact velocity on compression damage are investigated in detail. Numerical results indicate that the proposed methodology is effective and useful. It can be further employed for the protection design of concrete structures against impact loading.
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference22 articles.
1. Compressive behaviour of concrete at high strain rates
2. Cao JD . Numerical Method for Thermo-viscoelastic Damage Constitutive Relations and Research on Response of Al–Li Alloy. PhD thesis, 2006, University of Science and Technology of China.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献