Simplified analysis of cyclic degradation of axial bearing capacity for offshore wind turbine pile foundations
|更新时间:2026-06-25
|
Simplified analysis of cyclic degradation of axial bearing capacity for offshore wind turbine pile foundations
Vol. 34, Issue 9, (2013)
作者机构:
1. 同济大学 岩土及地下工程教育部重点实验室,上海,200092
2. 同济大学 地下建筑与工程系,上海,200092
3. 机械工业信息研究院,北京,100037
作者简介:
基金信息:
DOI:
CLC:TU473
Online First:13 September 2013,
Published:2013
稿件说明:
移动端阅览
LIU Ying, HUANG Mao-song, LI Shuai. Simplified analysis of cyclic degradation of axial bearing capacity for offshore wind turbine pile foundations[J]. 2013, 34(9).
DOI:
LIU Ying, HUANG Mao-song, LI Shuai. Simplified analysis of cyclic degradation of axial bearing capacity for offshore wind turbine pile foundations[J]. 2013, 34(9).DOI:
Simplified analysis of cyclic degradation of axial bearing capacity for offshore wind turbine pile foundations
A modified undrained elastic-plastic model considering the cyclic degradation of clay soil is proposed. Based on this model
a simplified analysis procedure based on shear displacement method is presented. Numerical simulations for axial bearing capacity of single pile are conducted by commercially available finite element software at different cyclic load levels. The results calculated by this simplified analysis have a good consistency and effectiveness with the results from finite element analysis. The axial bearing capacity of single pile will be degraded after resisting cyclic loading
and the degradation will be greater as the increase of cyclic loading levels. As an example
the axial bearing capacities of pile foundation of an offshore wind farm are studied with the application of the proposed simplified analysis method. The proposed simplified calculation method will serve as a useful tool for engineering design.