跨海T形梁极端波浪荷载分布特征及其参数敏感性研究OA
Study on Extreme Wave Load Distribution Characteristics and Parameter Sensitivity of Cross-Sea T-Beam
为厘清极端波浪作用下近海区域桥梁主梁的受荷特征,本文利用室内造波水槽开展了缩尺比为1∶20的物理模型试验,研究不同试验水深、造波速度和淹没系数等因素组合工况条件下T形梁水平波浪力、竖向波浪力和倾覆力矩的时程曲线及峰值特性.随后,基于试验数据,针对上述3种因素对T形梁波浪荷载特性进行参数敏感性分析.研究得出以下结论:T形梁波浪力受水深影响显著,随着淹没深度的增加,峰值时刻的竖向波浪力先减小后增大,且力方向由向上变为向下;峰值时刻的水平波浪力变化趋势与竖向波浪力保持一致,但方向不变;倾覆力矩的变化趋势为先增加后减小,且在半淹没状态下的峰值最大;针对未淹没状态下的T形梁,其顶板下面板受竖向波浪力较大,而顶板上面板受到反向竖向波浪力较大,波浪先达到的两根梁主要承受较大的水平波浪力与反向水平力;对于全淹没状态下的T形梁,模型两侧梁承受较大的正向水平力,而迎浪侧第二根梁承受了大部分反向水平波浪力;考虑3种影响因素的参数敏感性分析结果表明,T形梁波浪荷载受波速与淹没系数影响显著,受波高影响,波浪荷载变化较为复杂,未呈现出明显的规律性.本文研究了跨海T形梁极端波浪荷载分布与作用特性,探讨了 T形梁所受波浪力及倾覆力矩的主要影响因素,研究成果可为跨海桥梁的结构安全设计提供有益的参考依据.
The safety of the construction and operation of cross-sea Bridges is seriously threatened by the extreme wave load near the sea and has a great impact on regional traffic.In order to clarify the stress characteristics of bridge main beams in off shore areas under extreme wave action,a physical model test with a scale ratio of 1∶20 was carried out using an indoor wave making tank to study the time history curve and peak characteristics of the horizontal wave force,vertical wave force and overtur-ning moment of T-beam under the combined conditions of different test water depth,wave making speed and submerged coefficient.Then,considering the above three factors,the parameter sensitivity analysis of wave load characteristics of T-beam is carried out.The results show that:(1)The wave force of T-beam is significantly affected by water depth.With the increase of submerged depth,the ver-tical wave force at peak time decreases first and then increases,and the direction changes from upward to downward;The change trend of horizontal wave force at peak time is consistent with that of vertical wave force,but the direction is unchanged.The overturning moment increases first and then decreases,and the peak value is the largest in sem Ⅰ-submerged state.(2)The vertical wave force on the lower panel of the roof is larger,while the reverse vertical wave force on the upper panel of the roof is larger for the T-beam in the non-submerged state;The two beams whose waves reach first mainly bear larger horizontal wave force and reverse horizontal force;(3)For the T-beam in the completely submerged state,the beam on both sides of the model bears a larger positive horizontal force,while the second beam on the wave facing side bears most of the reverse horizontal wave force;(4)Considering the three influencing factors,the parametric sensitivity analysis results show that the wave load of T-beam is sig-nificantly affected by wave velocity and inundation coefficient,while the law of wave altitude influence is more complex,and no obvious law is reflected.In this paper,the extreme wave load distribution and action characteristics of cross-sea T-beam are studied,and the main factors affecting the wave force and overturning moment of T-beam are discussed.The research results are of great significance to the safety of cross-sea bridge structure.
王佳佳;蔡宗润;陈效坤;肖莉丽;许昕;余夕;夏梦琪;高瑞泽
长安大学公路学院,陕西西安 710064长安大学公路学院,陕西西安 710064长安大学公路学院,陕西西安 710064长安大学公路学院,陕西西安 710064长安大学公路学院,陕西西安 710064长安大学公路学院,陕西西安 710064长安大学公路学院,陕西西安 710064长安大学公路学院,陕西西安 710064
交通工程
跨海T形梁极端波浪受力特性物理模型试验波浪荷载分布参数敏感性
cross-sea T-beamextreme waveforce characteristicphysical model testwave load dis-tributionparameter sensitivity
《中国海洋大学学报(自然科学版)》 2026 (4)
124-137,14
陕西省自然科学基础研究计划项目(2024JC-YBMS-391)资助Supported by Shaanxi Province Natural Science Basic Research Program(2024JC-YBMS-391)
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