海生物污损对近海光伏螺旋桩结构动力响应的影响
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作者单位:

1.山东电力工程咨询院有限公司;2.鲁东大学水利工程学院

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基金项目:

国家自然科学基金项目(青年项目)


Influence of Marine Growth on the Structural Dynamic Response of Offshore Photovoltaic Helical Piles
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Affiliation:

1.Shandong Electric Power Engineering Consulting Institute Co., Ltd;2.School of Hydraulic and Civil Engineering, Ludong University

Fund Project:

The National Natural Science Foundation of China (Youth Program)

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    摘要:

    海洋生物污损将增大海洋平台桩腿直径和表面粗糙度,同时增加钢材的腐蚀速率。通过建立海洋生物污损前后的螺旋桩支撑结构数值仿真模型,从支撑结构自振频率、桩顶及泥面典型位置位移及截面内力、桩身强度等方面开展分析,研究海洋生物污损对近海光伏螺旋桩支撑结构动力特性的影响。研究结果表明:海洋生物污损将在一定程度上降低结构自振频率;随着海生物附着厚度的增大,在恶劣海况下重度污损的螺旋桩在风浪流环境荷载下桩顶及泥面处水平位移均增大了约3倍,同时截面剪力和弯矩也相对增大;在叠加腐蚀影响后,泥面处剪力及弯矩有所减小;重度附着及腐蚀情况下,桩身应力增加约2.4倍。

    Abstract:

    Marine growth increases the diameter and surface roughness of the legs of marine platforms and accelerates the corrosion rate of steel. By establishing numerical simulation models of spiral pile supporting structures before and after marine growth, this study analyzes the impact of marine growth on the dynamic characteristics of nearshore photovoltaic helical pile supporting structures, focusing on aspects such as the natural frequency of the structure, displacements at typical locations including the pile top and mud line, internal forces, and pile strength. The results indicate that marine growth will reduce the structure's natural frequency to some extent. As the thickness of marine growth increases, under severe sea conditions, the horizontal displacements at the pile top and mud line of heavily fouled helical piles increase by approximately three times under wind, wave, and current loads. Concurrently, the shear forces and bending moments in the cross-section also increase. After considering the effects of corrosion, the shear and bending moments at the mud line decrease. Under severe marine growth and corrosion conditions, the stress in the pile shaft increases by about 2.4 times.

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  • 收稿日期:2024-09-16
  • 最后修改日期:2024-09-29
  • 录用日期:2024-10-08
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