| 基于ANSYS的预应力抗拔灌注桩荷载位移分析 |
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| 引用本文： | 杜智超,许芸芸.基于ANSYS的预应力抗拔灌注桩荷载位移分析[J].唐山学院学报,2012,25(6):97-100. |
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| 作者姓名： | 杜智超 许芸芸 |
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| 作者单位： | 1. 河北工业大学土木工程学院,天津,300000
2. 河北工业大学土木工程学院,天津300000 唐山学院土木工程系,河北唐山063000 |
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| 摘 要： | 基于ANSYS建立了预应力抗拔灌注桩的模型,通过模拟不同荷载条件下,随着桩长和桩径变化,绘制了桩-土X向位移等值线图、桩土Y向位移等值线图,桩土Z向位移等值线图,得出荷载-位移特性的变化规律。
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| 关 键 词： | 预应力抗拔灌注桩 ANSYS 荷载-位移 |
The Load-Displacement Analysis of Prestressed Uplift Piles by ANSYS |
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| DU Zhi-chao,XU Yun-yun.The Load-Displacement Analysis of Prestressed Uplift Piles by ANSYS[J].Journal of Tangshan College,2012,25(6):97-100. |
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| Authors: | DU Zhi-chao XU Yun-yun |
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| Institution: | 1,2(1.College of Civil Engineering,Hebei University of Technology,Tianjin 300000,China;2.Department of Civil Engineering,Tangshan College,Tangshan 063000,China) |
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| Abstract: | In this paper,a prestressed uplift pile model is set up based on ANSYS.Under different loading conditions,with the pile length and pile diameter variation,the pile soil X to shift contour maps,pile and soil Y to shift contour maps,pile and soil Z to shift contour maps have been drawn.Then,the load-displacement variation law is drawn. |
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| Keywords: | prestressed uplift piles ANSYS load-displacement |
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