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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(3): 50-55,16

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

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References(6)

References

李继样,许成样,谷倩. 钢纤维混凝土四桩厚承台受冲切承载力研究[J].建筑结构学报,1999,(01):59-64.

谷倩,彭波,彭少民. 钢纤维混凝土桩基厚承台空间拉杆拱传力模型的建立[J].建筑结构,2003,(05):19-24.

孙成访. 钢纤维混凝土二桩、五桩厚承台试验研究[D].武汉:武汉理工大学,2002.

童敏,彭少民. 三桩厚承台传力机埋试验分析[J].武汉理工大学学报,2004,(11):42-45.

谷倩,杨双双,朱向阳,张元元. 配筋形式对四桩厚承台受力性能影响的研究[J].华中科技大学学报,2006,(04):44-47.

陆新征,江见鲸. ANSYS Solid 65单元分析混凝土组合构件复杂应力[J].建筑结构,2003,(06):22-24.

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