王君杰, 叶乔丹, 王昌将. 独柱墩-自浮式防船撞装置波浪荷载研究[J]. 工程力学, 2022, 39(8): 172-184. DOI: 10.6052/j.issn.1000-4750.2021.04.0316
引用本文: 王君杰, 叶乔丹, 王昌将. 独柱墩-自浮式防船撞装置波浪荷载研究[J]. 工程力学, 2022, 39(8): 172-184. DOI: 10.6052/j.issn.1000-4750.2021.04.0316
WANG Jun-jie, YE Qiao-dan, WANG Chang-jiang. WAVE LOAD ON COUPLING SYSTEM OF SINGLE COLUMN PIER AND SELF-FLOATING ANTI-COLLISION DEVICE[J]. Engineering Mechanics, 2022, 39(8): 172-184. DOI: 10.6052/j.issn.1000-4750.2021.04.0316
Citation: WANG Jun-jie, YE Qiao-dan, WANG Chang-jiang. WAVE LOAD ON COUPLING SYSTEM OF SINGLE COLUMN PIER AND SELF-FLOATING ANTI-COLLISION DEVICE[J]. Engineering Mechanics, 2022, 39(8): 172-184. DOI: 10.6052/j.issn.1000-4750.2021.04.0316

独柱墩-自浮式防船撞装置波浪荷载研究

WAVE LOAD ON COUPLING SYSTEM OF SINGLE COLUMN PIER AND SELF-FLOATING ANTI-COLLISION DEVICE

  • 摘要: 针对独柱墩-自浮式防船撞装置耦合体系,开展室内波浪力试验并总结相关规律,利用试验结果验证校准AQWA数值模型。根据结构所受波浪压强的分布情况,利用Morison公式提取相应的荷载并得到结构水动力系数。考虑波浪高度、波浪周期、防撞装置断面形式和大小、防撞装置自浮比等影响因素,计算结构惯性力系数和接触力系数与相关因素的定量关系。研究表明:自浮式防撞装置起伏运动产生辐射波浪,使墩柱波压强数值偏大但不改变总体分布趋势。结构间接触力随机变化,可把结构接触力与墩柱波浪力之间的比值定义为接触力系数。计算得耦合体系中墩柱的惯性力系数达到2.175左右,防撞装置的惯性力系数达到2.125左右,接触力系数达到1.340左右。

     

    Abstract: The indoor wave force test on the coupling system of single column pier and self-floating anti-collision device was carried out. The AQWA numerical model was verified and calibrated by the test results. According to the distribution of wave pressure on the structure, the corresponding load and the structural hydrodynamic coefficient were extracted by Morison formula. Considering the influencing factors such as wave height, wave period, section form, size of anti-collision device and self-floating ratio of device, the quantitative relationship between force coefficient and relevant factors was established. The test results show that the motion of the self-floating device produces radiation wave, which makes the wave pressure of the pier larger. The ratio between the contact force and the wave force can be defined as the contact force coefficient. The calculated results show that the inertia force coefficient of the pier is about 2.175, the inertia force coefficient of the anti-collision device is about 2.125, and the contact force coefficient is about 1.340.

     

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