基于桥面不平度的车辆动载对铺装层应力的影响研究
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同济大学 土木工程学院,长安大学 理学院 陕西 西安,同济大学 桥梁工程系 上海,陕西延长石油

中图分类号:

U443.31

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国家“八六三”高技术研究发展计划( 2014AA110402 )


Dynamic Response of concrete bridge deck pavement with roughness under vehicle-bridge-deck pavement coupling effect
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    摘要:

    为了研究混凝土桥梁在车辆随机动载作用下,桥面不平整度对铺装层控制应力响应的影响规律,采用具有典型性的双自由度1/4车辆模型,考虑车轮的随机动载作用,建立车—桥—铺装层耦合振动的实体模型,研究了铺装层不平整度以及车速变化时,铺装层控制应力的变化规律。结果表明:铺装层的应力极值响应相比于跨中节点的应力时程响应,不仅可以反映车辆荷载的随机性,还能够抓住结构最不利响应;同一不平整度下,铺装层内各项控制应力的极值响应曲线峰值的放大系数非常接近;当桥面平顺性一般及较差时,铺装层各项控制应力的极值相比于桥面绝对平顺时增大了1倍多。通过对桥面铺装平整度进行测量和评估,可一定程度上把握铺装各项控制应力的变化情况,可较为直观和方便的实现对铺装层的检测评估。

    Abstract:

    In order to study the effect law of deck pavement roughness on dynamic response of concrete bridge deck pavement under vehicle random load, vehicle dynamic load was simulated by MATLAB software based on 2-DOF 1/4vehicle model and then applied to 3-D finite entity model of vehicle-bridge-deck pavement coupling vibration through ANSYS software. The results shows that: compared with stress time-history response of a fixed node, the response of extreme value of pavement stress can not only reflect the random character of vehicle load but obtain the most unfavorable response of pavement; at a certain roughness, the magnification coefficient of different stresses are very similar and when deck pavement is uneven, the extreme value of pavement stress are more than one time larger than absolutely smooth pavement; if a set of complete and accurate assessment criteria could be developed for bridge deck pavement, the stress state of deck pavement could be controlled from a macroscopic perspective by monitoring surface roughness.

    参考文献
    [1] 王达, 韩万水等. 桥面平整度对大跨度悬索桥车桥耦合振动的影响[J]. 长安大学学报(自然科学版), 2009, 29(4):53-58.Wang Da, Han Wan-shui. Influence of bridge surface roughness on vehicle-bridge coupledvibration of long-span suspension bridge[J]. Journal of Chang’an University: Nature Science Edition. 2009, 29(4):53-58.
    [2] 段虎明, 石峰, 谢飞, 张开斌. 路面不平度研究综述[J]. 振动与冲击, 2009, 28(9):95-101Duan Ming-Hu, Shi Feng, Xie Fei, Zhang Kai-Bin. A survey of road roughness study. Journal of Vibration and Shock. 2009, 28(9):95-101.
    [3] 钱振东, 刘云, 黄卫. 考虑不平度的桥面铺装动响应分析[J]. 土木工程学报,2007, 40(4):49-53.Qian Zhen-dong, Liu Yun, Huang Wei. Analysis of the dynamic response of steel-deckpavement with roughness[J]. China Civil Engineering Journal, 2007,40(4): 49-53.
    [4] 张磊, 伍石生, 黄卫等. 面向桥面铺装动力响应分析的多尺度桥梁模型[J]. 中国公路学报, 2012, 25(3): 87-93Zhang Lei, Wu Shi-Sheng, Huang Wei. Multi-scale Model for the Bridge Deck pavement Dynamic Analysis[J]. China Civil Engineering Journal, 2012, 25(3): 87-93
    [5] LAWSS, ZHU X Q. Bridge Dynamic Response Due to Road Surface Roughness and Braking of Vehicle[J]. Journal of Sound and Vibration, 2005, 282(3/4/5): 805-830.
    [6] DAS A, DUTTA A, TALUKDAR S. Efficient Dynamic Analysis of Cable-stayed Bridges Under Vehicular Movement Using Space and Time Adaptivity[J]. Finite Elements in Analysis and Design, 2004, 40(4):407-424
    [7] LIU C, HUANG D, WANG T L. Analytical Dynamic Impact Study Based on Correlated Road Roughness[J]. Computers Structures, 2002, 80(20/21): 1639-1650.
    [8] 孙璐, 邓学钧. 移动的车辆随机荷载作用下桥梁的瞬态响应[J]. 振动与冲击, 1997, 16(1): 142-145.Sun Lu, Deng Xue-jun. Transient Response of Bridge to Traveling Random Vehicle Loads[J]. Journal of Vibration and Shock, 1997, 16(1): 142-145.
    [9] Sun L, Kennedy T. Spectral analysis and parametric study of stochastic pavement load[J]. Journal of Engineering Mechanics, 2002, 128(3):318-327.
    [10] 李金辉, 何杰, 李旭宏. 车辆随机及移动荷载作用下路面动态响应[J]. 长安大学学报(自然科学版). 2015,35(2):38-45.Li Jin-Hui, He Jie, Li Xu-hong. Dynamic Response of pavement under vehicle random load and moving constant load[J]. Journal of Chang’an University: Nature Science Edition. 2015,35(2):38-45.
    [11] 彭家, 何杰, 李旭宏等. 路面不平度随机激励时域模型的仿真比较与评价[J]. 解放军理工大学学报(自然科学版). 2009,10(1): 77-82.Peng Jia, He Jie, Li Xue-hong. Simulation comparison and evaluation of common time domain models under road irregularity excitation: Nature Science Edition. 2009,10(1): 77-82.
    [12] 张永林, 钟毅芳. 车辆路面不平度输入的随机激励时域模型[J]. 农业机械学报. 2004, 35(2): 9-12.Zhang Yong-lin, Zhong Yi-fang. Time domain model of road undulation excitation to vehicles[J]. Transaction of the Chinese Society of Agricultural Machinery. 2004, 35(2): 9-12.
    [13] Cheng Y, Cheung Y K. Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles[J]. Computers and Mechanics, 2001, 79:853-872.
    [14] Schiehlen W, Hu B. Spectral Simulation and shock absorber identification[J]. International Journal of Non-linear Mechanics, 2003, 38:161-171.
    [15] 中华人民共和国行业标准. JTG D60—2004 公路桥涵设计通用规范[S].北京:人民交通出版社,2004.JTG D60—2004, General Code for Design of Highway Bridges and Culverts.ChinaSCommunicationsS.Press. Beijing .China.2004.
    [16] 张立明. Algor, Ansys在桥梁工程中的应用方法与实例[M].北京:人民交通出版社,2003年9月.ZHANG Li-ming. Algor, Ansys applied to Bridge Engineering [M]. ChinaSCommunicationsS.Press. Beijing .China, 2003
    [17] 李围. ANSYS土木工程应用实例[M]. 中国水利水电出版社, 2007.Li Wei. The example of civil engineering by ANSYS [M]. ChinaSWaterpowerSPress, 2007
    [18] 徐勤武,胡长顺,王 虎. 混凝土桥面复合式铺装层受力分析和设计[J]. 长安大学学报:自然科学版 2007, 27, (4)XU Qin-wu, HU Chang-shun, WANG Hu. Mechanic analysis and design of compositetype overlay on concrete bridge pavement[J]. Journal of Chang’ an University (NaturalScience Edition),2007,27,(4)
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韩飞,王虎,淡丹辉,赵磊.基于桥面不平度的车辆动载对铺装层应力的影响研究[J].同济大学学报(自然科学版),2017,45(09):1284~1289

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  • 收稿日期:2016-12-19
  • 最后修改日期:2017-07-01
  • 录用日期:2017-06-05
  • 在线发布日期: 2017-09-25
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