基于 ANSYS 桩基的破坏和保护

Xingsheng Jin, Xuanpeng Cao, Xingtao Jin, Dong Zhang
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摘要

在桩基设计和施工过程中,桩基会产生不同程度的破坏,为了保护桩基在施工过程中不受破坏,需要对桩基的破坏方式进行分析。本文通过静力模拟分析了桩基的三种破坏方式,即桩基的总变形、最大主应力和过大等效应力引起的桩身弯曲变形。对于桩基而言,当压力值在 2Mpa-3Mpa 之间时,桩基的主应力、总变形和等效应力增长缓慢,但当压力值超过 3Mpa 时,桩基的变形效应显著增加、而在后期的施工过程中合理安排桩基的分布,保证桩基上部的压力值保持在2Mpa-3Mpa,这样就可以大大减少桩基的破坏,当然也可以采用强度等级较高的混凝土材料来减少桩基的变形效应,保护桩基不被破坏。
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Destruction and Protection Based on ANSYS Pile Foundations
In the process of pile foundation design and construction, pile foundation will produce different degrees of damage in order to protect the pile foundation from damage during the construction process. In this paper, three failure methods of pile foundation are analyzed by static simulation, namely the total deformation of the pile foundation, the maximum principal stress and the bending deformation of the pile body caused by excessive equivalent force. For the pile foundation, when the pressure value is between 2Mpa-3Mpa, the main stress, total deformation, and equivalent force of the pile foundation grow slowly, but when the pressure value exceeds 3Mpa, the deformation effect of the pile foundation increases significantly, and the distribution of the pile foundation is reasonably arranged in the later construction process to ensure that the pressure value of the upper part of the pile foundation is maintained at 2Mpa-3Mpa, so as to greatly reduce the damage of the pile foundation, of course, you can also use concrete materials with higher strength grades to reduce the deformation effect of the pile foundation and protect the pile foundation from being damaged.
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