Research Article | OPEN ACCESS
The Dynamic Performance of Concrete under Impact Loading
1Wei Shi, 2Guoping Jiang, 3Zheng Chunhang and 3Wu Rujun
1Ningbo Polytechnic, Ningbo, Zhejiang 315800, China
2Earthquake Engineering Research Test Center, Guangzhou University Guangzhou 510405, China
3Guang Zhou Shi Sheng Te Co., Ltd, Guangzhou 510405, China
Research Journal of Applied Sciences, Engineering and Technology 2013 9:1635-1638
Received: December 26, 2012 | Accepted: February 01, 2013 | Published: July 15, 2013
Abstract
The process of concrete under symmetric impact was experimentally investigated in the case of primary gas gun and was analyzed with Lagrange method. The value-time relations of u, v, e on every lagrange position are gained. The relationship of strain-stress is also obtained. The whole process is numerical simulated by LSDYNA970. It indicate that the damage effect of concrete under impact loading can be described by the function with plasticity strain at constant volume, equivalence plasticity strain and pressure. The manganin pressure gauge is used to measure the pressure-time curves of the samples. The parameters of high-pressure equation are obtained by the numerical simulation. Numerical simulation is a necessary complement to the test. The spall phenomenon is observed by the numerical simulation.
Keywords:
Concrete, lagrangian analysis, state equation, shock wave,
Competing interests
The authors have no competing interests.
Open Access Policy
This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
Copyright
The authors have no competing interests.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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