EXPERIMENTAL INVESTIGATIONS AND FINITE ELEMENT ANALYSIS OF LOAD_TRANSFERRED MODE OF THICK SIX_PILE CAP

Gu Qian; Zhu Xiangyang; Yang Shuangshuang; Peng Shaomin

doi:10.13204/j.gyjz200703014

Volume 37 Issue 3

Dec. 2014

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Gu Qian, Zhu Xiangyang, Yang Shuangshuang, Peng Shaomin. EXPERIMENTAL INVESTIGATIONS AND FINITE ELEMENT ANALYSIS OF LOAD_TRANSFERRED MODE OF THICK SIX_PILE CAP[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 50-55,16. doi: 10.13204/j.gyjz200703014

Citation:

Gu Qian, Zhu Xiangyang, Yang Shuangshuang, Peng Shaomin. EXPERIMENTAL INVESTIGATIONS AND FINITE ELEMENT ANALYSIS OF LOAD_TRANSFERRED MODE OF THICK SIX_PILE CAP[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 50-55,16. doi: 10.13204/j.gyjz200703014

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EXPERIMENTAL INVESTIGATIONS AND FINITE ELEMENT ANALYSIS OF LOAD_TRANSFERRED MODE OF THICK SIX_PILE CAP

doi: 10.13204/j.gyjz200703014

1.
School of Civil Engineering &Architecture,Wuhan University of Technology Wuhan 430070

Received Date: 2006-06-18
Publish Date: 2007-03-20

Abstract

Abstract

Based on the experimental investigations of three thick six_pile cap specimens and finite element computations,the load_transferred mechanism andthe failure modes are analyzed, and the effect of different steel bar arrangements on theultimate bearing capacity of thick six_pile caps are thus discussed. The results show that the load_transferred path of thicksix_pile cap is well correlated with the three_dimensional arch_and_tie model.
- six_pile cap,
- thick pile cap,
- three_dimensional model arch_and_tie,
- finite element analysis