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

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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.

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Periodical:

Edited by:

Xuejun Zhou

Pages:

571-574

Citation:

H. Y. Tang and W. Lin, "Nonlinear Finite Element Analysis on Steel Reinforced Concrete L-Shaped Short-Shear Wall", Applied Mechanics and Materials, Vols. 94-96, pp. 571-574, 2011

Online since:

September 2011

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$38.00

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