Failure Envelopes of Bucket Foundations for Offshore Wind Turbines under Combined Loading Including Torsion

被引:6
|
作者
Li, Si-qi [1 ]
Wang, Yuan [1 ,2 ]
Li, Qing-wen [1 ]
Huang, Jing-qi [1 ]
Li, Jin-hui [3 ]
机构
[1] Univ Sci & Technol Beijing, Sch Civil & Resources Engn, Beijing 100083, Peoples R China
[2] Hohai Univ, Coll Mech & Mat, Nanjing 211100, Jiangsu, Peoples R China
[3] Harbin Inst Technol, Sch Civil & Environm Engn, Shenzhen 518055, Peoples R China
基金
中国国家自然科学基金;
关键词
offshore wind turbine; bucket foundation; combined loading; failure envelope; torsion; CIRCULAR FOUNDATIONS; SKIRTED FOUNDATIONS; SHALLOW FOUNDATIONS; UNDRAINED CAPACITY;
D O I
10.1007/s12205-019-2366-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The loading condition of bucket foundations for offshore wind turbines is very complicated and often under combined loading, but the torsion is always ignored. So, it is necessary to investigate the failure envelopes including torsion of bucket foundations. Under the premise of validating the reliability of the numerical model by comparing with other published data, failure envelopes in each loading space are obtained and the applicability of swipe test for the determination of H-T failure envelope and M-T failure envelope of bucket foundations is explored. The impacts of torsion and aspect ratio on the combined bearing capacities are studied. While revealing the law of impacts, equations are proposed to determine the respective failure envelopes and evaluate the combined bearing capacities. The V-H-M-T failure envelope can reveal the torsion effect on envelope under traditional V-H-M loading, the results show that the normalized V-H-M failure envelopes under different torsions almost coincide, torsion effect can be easily considered according to this characteristic.
引用
收藏
页码:5154 / 5162
页数:9
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