Nonlinear Finite Element Analysis on Steel Reinforced Concrete L-Shaped Short-Shear Wall

Abstract:

This paper uses ANSYS finite element program to do the nonlinear finite element analysis on steel reinforced concrete L-shaped short-shear walls. Through applying the vertical and horizontal load on the model, three typical stages of the whole working period are studied. And the cracking load and deformation regularity in various stages are obtained. The development process of cracks until the specimen damaged is revealed. At last, the development process of crack distribution at different stages is studied.

• Periodical: Applied Mechanics and Materials (Volumes 94-96)
• Pages: 571-574
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.94-96.571
• Online since: September 2011
• Authors: Hong Yuan Tang, Wei Lin
• Keywords: L-Shaped Short-Sheer Walls, Nonlinear Finite Element, Steel Reinforced Concrete

References

[1] Jianjing Jiang: Nonlinear Finite Element Analysis of Reinforced Concrete (Shanxi Science and Technology Press, Xi'an 1998)

[2] Qingliang Kang: Finite Element Analysis of Reinforced Concrete (China Water Power Press, Beijing 1996)

[3] Jianjing Jiang, Xinzheng Lu, Lieping Ye: Finite Element Analysis of Concrete Structure (Tsinghua University Press, Beijing 2005)

[4] Xiangdong Xu, Guyi Kang, Shiliang Yao: Architectural Structure, 1 (1999), pp.27-30

[5] Wangxi Zhang, Weijian Yi, Jianyang Cheng: Central South Highway Engineering, 4(2001), pp.33-35.

[6] Jianxiang Wang, Fang Su, Jinglong Hu: Water Resources and Architectural Engineering, 2(2006), pp.26-28.