Simulation Analysis of Secondary-Load Rc Square Columns Strengthened with IFRP

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Abstract:

Considering secondary load, simulate the axial compression process of reinforced concrete square columns strengthened with igneous rock fiber reinforced polymer with Abaqus. Make a comparison between the simulation result and experimental result. The finite-element model can simulate the experiment preferably. And the impact of lagged strain is very obvious.

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578-582

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January 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] S.Y. Wang, K.S. Han. Earthquake Engineering and Engineering Vibration, in Chinese, 2004, Vol. 4(1), pp.97-104.

Google Scholar

[2] L.P. Ye, P. Feng.China Civil Engineering Journal, in Chinese, 2006,Vol. 39(3), pp.24-36.

Google Scholar

[3] R. Abbasnia, F. Hosseinpour, M. Rostamian and H. Ziaadiny. Engineering Structures, Vol. 40(2012), pp.529-535.

DOI: 10.1016/j.engstruct.2012.03.020

Google Scholar

[4] H.T. Liu. Research on the basic mechanical behavior of chapped-basalt-fiber hydraulic concrete and mortar, in Chinese, M.C.E. of Zhejiang University of Technology, 2011, pp.22-33.

Google Scholar

[5] Z. Zhuang, X.C. You, J.H. Liao, C. Song, etc, in: Finite element analysis and application based on Abaqus, in Chinese, edited by Tsinghua University Press, Beijing(2011), in press.

Google Scholar

[6] J.C. Wang, Y.K. Chen, in: The application of ABAQUS in civil engineering, in Chinese, edited by Zhejiang University Press, Hangzhou, Zhejiang(2006), in press.

Google Scholar