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土成层性对桩水平响应影响的有限元分析
引用本文:姚怡文. 土成层性对桩水平响应影响的有限元分析[J]. 结构工程师, 2006, 22(2): 45-49
作者姓名:姚怡文
作者单位:同济大学,上海,200020
摘    要:采用ANSYS有限元程序在十倍桩径深度范围内,分别建立了水平受荷桩在均质粘土和粘土-砂-粘土两种不同土层情况下的三维弹塑性受力模型.讨论了因土层差异所引起的桩身弯矩的变化,以及由于砂夹层的存在对粘土层p-y曲线所产生的影响.

关 键 词:水平受荷桩  弹塑性分析  有限元  p-y曲线

Finite Element Analysis of Stratification Soil Effects on Lateral Loading Pile
YAO Yiwen. Finite Element Analysis of Stratification Soil Effects on Lateral Loading Pile[J]. Structural Engineers, 2006, 22(2): 45-49
Authors:YAO Yiwen
Affiliation:Tongji University, Shanghai 200020
Abstract:ANSYS finite element program is used in this paper to analysis lateral loading behavior of a signal pile, in a three dimensional way, by establishing two elastic - plastic models with different soil layer conditions, one is uniform clay and another is clay- sand -clay. The change of bending moment of pile caused by different soil layer conditions, and the change of p -y curves of clay caused by soil interlayer are discussed.
Keywords:lsteral loading pile   elastic - plastic analysis   finite element method   p - y Curve
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