Paper Title:
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.

  Info
Periodical
Chapter
Chapter 1: Structural Engineering
Edited by
Xuejun Zhou
Pages
571-574
DOI
10.4028/www.scientific.net/AMM.94-96.571
Citation
H. Y. Tang, 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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Price
$32.00
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