The Finite Element Analysis of CLAC Beam

Abstract:

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In this paper, a comprehensive numerical investigation is presented on the behaviour of ceramsite light aggregate concrete(CLAC) beam by the non-linear finite element method. The investigation includes the entire process of the beam from loading to failure. Numerical analysis results show that the flexural behavior of CLAC beam is obtained by numerical simulation,including load-deflection curve, cross section stress and crack development ect. Numerical simulation may replace the actual experiment for study on flexural behavior of CLAC beam.

Info:

Periodical:

Advanced Materials Research (Volumes 468-471)

Edited by:

Wenzhe Chen, Pinqiang Dai, Yonglu Chen, Dingning Chen and Zhengyi Jiang

Pages:

2491-2494

Citation:

C. Du et al., "The Finite Element Analysis of CLAC Beam", Advanced Materials Research, Vols. 468-471, pp. 2491-2494, 2012

Online since:

February 2012

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$41.00

[1] Chuang Du, Xiangshang Chen, Zhiwu Zuo: Concrete, Vol. 9(2011), pp.15-18. (In Chinese).