Dynamic Analysis on Explosion Resistance Performance of Reinforced Concrete Wall

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Based on the finite element software ABAQUS, this paper deals with numerical simulation to dynamic response of reinforced concrete wall under blast loading. Study shows that the explosion resistance performance of the wall with four edges fixed or with two opposite edges fixed are better than that of the wall one edge fixed and another opposite edge simply supported. The greater the explosion impulse, the bigger the maximum displacement of the wall. When reinforcement ratio of the wall increases, the explosion resistance performance of the wall will be improved. At the same time, reasonable reinforcement and external conditions should be made sure. Keywords: Blast Loading, Numerical Simulation, Shear Wall, Dynamic Response

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162-165

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Shanshan Sun. Investigation on Dynamic Response of CFST Columns Subjected to Blast Loading [D]. PhD dissertation, Changan University, (2013).

Google Scholar

[2] Li Sheng. Numerical Simulation of Dynamic Response of Blast-loaded RC Beams[D]. Master dissertation, Hunan University, (2007).

Google Scholar

[3] Fenghua Zhang. Dynamic Response Analysis of Reinforced Concrete Wall under Explosive and Impact Loads[D]. Master dissertation, Changan University, (2007).

Google Scholar

[4] T.P. Nguyen M.T. Tran. Response of Vertical Wall Structures under Blast Loading by Dynamic Analysis[J]. Procedia Engineering,2011(14):3308–3316.

DOI: 10.1016/j.proeng.2011.07.418

Google Scholar

[5] Wei Wang,Duo Zhang,et al. Experimental study on scaling the explosion resistance of a one-way square reinforced concrete slab under a close-in blast loading[J]. International Journal of Impact Engineering,2012(49):158-164.

DOI: 10.1016/j.ijimpeng.2012.03.010

Google Scholar

[6] Jinchang Wang, Yekai Chen. Application of ABAQUS in civil engineering[M]. Hangzhou: Zhejiang University Press, (2006).

Google Scholar

[7] Jin Zhang, Qingyang Wang, et al. Parameters Verification of Concrete Damaged Plastic Model of ABAQUS[J].Journal of Building Structures, 2008,38 (8):127-130.

Google Scholar

[8] Zhuo Zhuang, Xiaochuan You. Nonlinear Finite Element Analysis and Examples with ABAQUS[M].Beijing: Science Press, (2005).

Google Scholar

[9] Zhiying Xie, Jike Tan. Dynamic Response Analysis of SRC Column under Blast Loading[J]. Journal of Yangtze University, 2013, 10(31):103-105.

Google Scholar

[10] Design Standards of Concrete Structure (GB50010—2010)[S]. Beijing: China Architecture & Building Press, (2010).

Google Scholar