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《Journal of Hunan University of Arts and Science(Natural Science Edition)》 2015-03
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Finite element analysis of piles with standing horizontal loads in complex foundation

Li Pingjun;Guo Xiaogang;Fu Wenqiao;College of Civil Engineering and Mechanics, Xiangtan University;  
According to the level of static load test data of pile, which from the proposed construction project of Taizhou suburb, the pile under horizontal load is analyzed in three-dimensional finite element numerical simulation by ANSYS, and the work character of pile under combined loads by the improved model is studied. The influence of the horizontal load, axial load, bending stiffness of pile, pile diameter and free period of pile length to the response of pile body is analyzed. The results show that: The horizontal displacement and bending moment of pile increase with the increasing of horizontal load and axial load, and the axial load effect of P-?(additional displacement caused by axial load) is obvious when the horizontal load is bigger, and it increases with the increasing of the free period of pile length, also it decreases with the increasing of bending stiffness and pile diameter.
【CateGory Index】: TU473.1
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