预应力抗拔桩有限元分析

杨波1,郭毅2

南京林业大学学报(自然科学版) ›› 2006, Vol. 30 ›› Issue (S1) : 73-75.

南京林业大学学报(自然科学版) ›› 2006, Vol. 30 ›› Issue (S1) : 73-75. DOI: 10.3969/j.jssn.1000-2006.2006.07.022
研究论文

预应力抗拔桩有限元分析

  • 杨波1,郭毅2
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Finite Element Analysis of Prestressed Tension Pile

  • YANG Bo,GUO Yi
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摘要

<正>采用ANSYS有限元软件对抗拔桩施加预应力效果进行了定性分析,并通过现场测试结果验证,得出抗拔桩中施加预应力对桩身受力有明显效果,预应力使桩身产生压应力,其压应力自桩顶和桩底向桩身中部逐渐减小,为预应力抗拔桩的设计和应用提供有益的依据。

Abstract

A qualitative analysis for tension pile with prestress was taken by applying the AN- SYS software and by a field experiment. The result shown that the prestressed tension has obvious effect. The prestress resulted in a compressive stress in the pile body, which was de- creasing from the top and the bottom to the middle of the pile body. This would provide a foundation for the design and application of prestressed tension pile.

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杨波1,郭毅2. 预应力抗拔桩有限元分析[J]. 南京林业大学学报(自然科学版). 2006, 30(S1): 73-75 https://doi.org/10.3969/j.jssn.1000-2006.2006.07.022
YANG Bo,GUO Yi. Finite Element Analysis of Prestressed Tension Pile[J]. JOURNAL OF NANJING FORESTRY UNIVERSITY. 2006, 30(S1): 73-75 https://doi.org/10.3969/j.jssn.1000-2006.2006.07.022
中图分类号: U445.55   

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