Hualin Wang

Mr. Hualin Wang

Harbin Engineering University, Harbin, Heilongjiang, China
orcid

Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

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

Representative Publications

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1 October 2021 in Ocean Engineering
Verified
Journal Article
Closed access
Zhi-xun YangZhi-xun Yang
Zhi-xun Yang
QSQi Su
Qi Su
JYJun Yan
Jun Yan
SWShanghua Wu
Shanghua Wu
YMYandong Mao
Yandong Mao
Hualin WangHualin Wang
Hualin Wang

Verified
Journal Article
Open access
PDF file
Hualin WangHualin Wang
Hualin Wang
Zhi-xun YangZhi-xun Yang
Zhi-xun Yang
JYJun Yan
Jun Yan
GWGang Wang
Gang Wang
SDShi Dongyan
Shi Dongyan
YLYanchun Li
Yanchun Li
Marine flexible pipe/cables, such as umbilicals, flexible pipes and cryogenic hoses, are widely adopted in ocean engineering. The reinforcing armor layer in these pipe/cables is the main component for bearing loads, which is a typical multi-layer helically wound slender structure with different winding angles for different devices. There has been no general theoretical methodology to describe the tensile performance of these flexible pipe/cables. This paper first introduces a theory to solve the tensile mechanical behavior of a helically wound structure. Based on the curved beam theory, a solution of the tensile stress of a helically wound slender is derived. Then, the deformation mechanism of the marine flexible pipe/cables structure with different winding angles is studied. Through comparing theoretical and numerical results, the deformation characteristic of the helically wound slender structure is further explained. It is found that a sectional torsional deformation generates when the structure with a larger winding angle is under tension condition, while the sectional deformation of the structure with a smaller winding angle is mainly tension. Finally, a couple types of marine flexible pipe/cables under the tension condition are provided to analyze the mechanical performance and compare the difference between different theoretical models. The research conclusion from this paper provides a useful reference for the structural analysis and design of marine flexible pipe/cables.