Shuitao Gu

Dr. Shuitao Gu

School of Civil Engineering, Chongqing University, Chongqing 400044, China
orcid

Research Focus & Metrics

Academic Career Length

8Years (2019-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 February 2019 in Engineering Fracture Mechanics
Verified
Journal Article
Closed access
SYShuohui Yin
Shuohui Yin
TYTiantang Yu
Tiantang Yu
TBTinh Quoc Bui
Tinh Quoc Bui
XZXuejun Zheng
Xuejun Zheng
Shuitao GuShuitao Gu
Shuitao Gu

6 January 2024 in Mechanics of Materials
Verified
Journal Article
Closed access
Gongye ZhangGongye Zhang
Gongye Zhang
ZHZhuangzhuang He
Zhuangzhuang He
SWShaopeng Wang
Shaopeng Wang
JHJun Hong
Jun Hong
YCYu Cong
Yu Cong
Shuitao GuShuitao Gu
Shuitao Gu

13 March 2024 in Mechanical Systems and Signal Processing
Verified
Journal Article
Closed access
WSWei Shen
Wei Shen
YCYu Cong
Yu Cong
Shuitao GuShuitao Gu
Shuitao Gu
HYHaiping Yin
Haiping Yin
GZGongye Zhang
Gongye Zhang

14 June 2023 in Materials
Verified
Journal Article
Open access
PDF file
MPMengyao Peng
Mengyao Peng
MLMin Liu
Min Liu
Shuitao GuShuitao Gu
Shuitao Gu
SNShidong Nie
Shidong Nie
The fatigue damage of a local joint is the key factor accounting for the structural failure of a jacket-type offshore wind turbine. Meanwhile, the structure experiences a complex multiaxial stress state under wind and wave random loading. This paper aims to develop a multi-scale modeling method for a jacket-type offshore wind turbine, in which local joints of the jacket are modeled in a detail by using solid elements, and other components are modeled via the common beam element. Considering the multiaxial stress state of the local joint, multi-axial fatigue damage analysis based on the multiaxial S–N curve is performed using equivalent Mises and Lemaitre methods. The uniaxial fatigue damage data of the jacket model calculated using the multi-scale finite element model are compared with those of the conventional beam model. The results show that the tubular joint of jacket leg and brace connections can be modeled using the multi-scale method, since the uniaxial fatigue damage degree can reach a 15% difference. The comparison of uniaxial and multiaxial fatigue results obtained using the multi-scale finite element model shows that the difference can be about 15% larger. It is suggested that the multi-scale finite element model should be used for better accuracy in the multiaxial fatigue analysis of the jacket-type offshore wind turbine under wind and wave random loading.

14 December 2023 in Engineering Fracture Mechanics
Verified
Journal Article
Closed access
PLPengfei Li
Pengfei Li
YWYi Wu
Yi Wu
JYJulien Yvonnet
Julien Yvonnet
SLSili Liu
Sili Liu
Shuitao GuShuitao Gu
Shuitao Gu

12 September 2021 in Acta Mechanica Solida Sinica
Verified
Journal Article
Closed access
PDF file
WSWei Shen
Wei Shen
Gongye ZhangGongye Zhang
Gongye Zhang
Shuitao GuShuitao Gu
Shuitao Gu
YCYu Cong
Yu Cong