| 不同交通流状态下桥梁气动导数的风洞试验研究 |
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| 引用本文： | 李春光,韩艳,谭迪,蔡春声,张建仁.不同交通流状态下桥梁气动导数的风洞试验研究[J].实验力学,2014,29(5):601-610. |
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| 作者姓名： | 李春光 韩艳 谭迪 蔡春声 张建仁 |
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| 作者单位： | 长沙理工大学 桥梁工程安全控制省部共建教育部重点实验室， 湖南长沙 410114;长沙理工大学 桥梁工程安全控制省部共建教育部重点实验室， 湖南长沙 410114;长沙理工大学 桥梁工程安全控制省部共建教育部重点实验室， 湖南长沙 410114;1.长沙理工大学 桥梁工程安全控制省部共建教育部重点实验室， 湖南长沙 410114; 2.美国路易斯安那州立大学，美国路易斯安那州， 巴吞鲁日 70803;长沙理工大学 桥梁工程安全控制省部共建教育部重点实验室， 湖南长沙 410114 |
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| 基金项目： | 国家自然科学基金资助项目(50908025; 51178066; 51108045; 51278069); 长沙理工大学桥梁工程安全控制省部共建教育部重点实验室开放基金资助项目；交通部西部交通科技项目重大科技专项资助项目(2011 318 824 140) |
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| 摘 要： | 为了考虑实际运营车辆对桥梁气动导数的影响,根据车辆密度模拟了三种交通流状态,基于强迫振动装置,分别对每个交通流和无车状态下的桥梁气动导数进行风洞试验研究,讨论了不同攻角下不同车流的车辆对桥梁气动导数的影响,探究了车辆对气动导数影响的百分比以及气动导数变化量的变化规律。研究结果表明:不同攻角下不同车流的车辆均对直接导数A*2、H*4和交叉导数A*4、H*2影响显著,A*2、A*3变化量随着折减风速有一定的变化规律。虽然不同攻角下不同车流的车辆对气动导数的影响程度及影响规律不同,并且车流的繁忙程度对大多数气动导数的影响规律不明显,但是车辆对桥梁气动导数的影响不容忽略。
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| 关 键 词： | 风-车-桥系统 不同交通流 车辆的气动影响 气动导数 风洞试验 |
| 收稿时间： | 9/9/2013 12:00:00 AM |
Wind Tunnel Experimental Study of Bridge Aerodynamic Derivatives in Different Traffic Flow States |
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| LI Chun-guang,HAN Yan,TAN Di,CAI Chun-sheng and ZHANG Jian-ren.Wind Tunnel Experimental Study of Bridge Aerodynamic Derivatives in Different Traffic Flow States[J].Journal of Experimental Mechanics,2014,29(5):601-610. |
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| Authors: | LI Chun-guang HAN Yan TAN Di CAI Chun-sheng and ZHANG Jian-ren |
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| Institution: | Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha University of Science & Technology, Changsha 410114, China;Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha University of Science & Technology, Changsha 410114, China;Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha University of Science & Technology, Changsha 410114, China;1.Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha University of Science & Technology, Changsha 410114, China; 2.Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge LA 70803, USA;Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha University of Science & Technology, Changsha 410114, China |
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| Abstract: | In order to take into account the effect of actual operating vehicles on the bridge aerodynamic derivatives, according to vehicle traffic density, three traffic flow states were simulated, wind tunnel experimental study of bridge aerodynamic derivatives was carried out in every traffic flow state and state without vehicle, based on a forced vibration device. The influence of vehicle in different traffic flow states and at different wind attack angles on bridge aerodynamic derivatives was discussed; the influence percentage of vehicles on aerodynamic derivatives and the variation of aerodynamic derivatives with vehicle deceleration were investigated based on experimental results. Results show that all vehicles in different traffic flow states and at different wind attack angles obviously impact the direct aerodynamic derivatives A*2, A*4 and cross derivatives H*2 and H*4. The variation of A*2 and A*3 with wind deceleration is obvious and presents certain regular pattern. Though the influence of vehicles in different traffic flow states and at different wind attack angles on aerodynamic derivatives is different, and the influence of traffic flow density on most aerodynamic derivatives is not obvious, the influence of vehicles on bridge aerodynamic derivatives can not be ignored. |
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| Keywords: | wind-vehicle-bridge system different traffic flow aerodynamic influence of vehicle aerodynamic derivatives wind tunnel experiment |
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