Experimental Study on Seismic Behavior of Recycled Aggregate Concrete Torsion Beams with ABAQUS

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Abstract:

The torsional capacity oftwo recycled aggregate concrete (RAC) beams with 100% recycled coarse aggregate(RCA) and two normal concrete beams subjected to monotonic torsion was investigatedby the finite element software ABAQUS, and the simulated results were comparedwith the experimental results. The investigation shows that recycled aggregateconcrete torsional members have good seismic behavior. The simulated resultsagree well with experimental ones. It can be reference for actual engineering.

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Advanced Materials Research (Volumes 1079-1080)

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220-225

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Nixon PJ. Recycled concrete as an aggregate for concrete— a review. Materials and Structures. Vol. 11(65), (1978), pp.371-378.

Google Scholar

[2] Hansen TC. Recycled aggregate and recycled aggregate concrete, second state-of-the-art report, developments from 1945-1985. Materials and Structures. Vol. 19 (111) , (1978), pp.201-46.

DOI: 10.1007/bf02472036

Google Scholar

[3] Hansen TC. Recycling of demolished concrete and masonry. E & FNSPON, London, (1992).

Google Scholar

[4] Zhang Bo-zhi, Wang She-liang, Zhang bo, et al., Experimental analysis of the basic mechanical properties of recycled concrete. Concrete, Vol. 261(7), (2011), pp.4-6.

Google Scholar

[5] Wu Jin, Ding Dongfang, Yang Xi. Experimental research on the cracking moment of normal section for recycled concrete beams. Building Structure, Vol. 40(2), (2010), pp.112-114.

Google Scholar

[6] XIAO Jianzhuang, LAN Yang. Experimental Sstudy on Shear Behavior of Recycled Concrete Beams. Structural Engineers, Vol. 20(6), (2004), pp.54-58.

Google Scholar

[7] HUANG Ying, DENG Zhi-heng, LUO Yan-ming, et al., Experimental study on shear strength of recycled aggregate concrete, Concrete, Vol. 244(2), (2010), pp.15-17.

Google Scholar

[8] Chinese Standard. Code for seismic design of buildings (GB 50011-2001). Chinese Building Press, Beijing, (2001).

Google Scholar

[9] Chinese Standard. Code for design of concrete structures (GB 50011-2002). Chinese Building Press, Beijing, (2002).

Google Scholar

[10] Zhuang zhuo, Zhang fan, Censong, et al. ABAQUS nonlinear finite element analysis and case study. Science Press, Beijing, (2005).

Google Scholar

[11] Jiang Jianjing, Lu Xinzheng, Ye Lieping. Finite element techniques for static analysis of stractures in reinforced concrete. Tsinghua University press, Beijing, (2005).

Google Scholar

[12] XIAO Jianzhuang. Experimental Investigation on Complete Stress-Strain Curve of Recycled Concrete Under Uniaxial Loading. Journal of Tongji University (Natural Science), Vol. 35(11), (2007), pp.1446-1449.

Google Scholar