[1]俞博,叶见曙,张剑,等.装配式混凝土铰接板桥铰缝剪力计算[J].深圳大学学报理工版,2011,28(No.1(001-095)):60-64.
 YU Bo,YE Jian-shu,ZHANG Jian,et al.Transverse shear of fabricated concrete articulated plate bridge[J].Journal of Shenzhen University Science and Engineering,2011,28(No.1(001-095)):60-64.
点击复制

装配式混凝土铰接板桥铰缝剪力计算()
分享到:

《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第28卷
期数:
2011年No.1(001-095)
页码:
60-64
栏目:
土木建筑工程
出版日期:
2011-01-10

文章信息/Info

Title:
Transverse shear of fabricated concrete articulated plate bridge
文章编号:
1000-2618(2011)01-0060-05
作者:
俞博1叶见曙1张剑2于春江3张婷1
1) 东南大学交通学院,南京 210096
2) 南京航空航天大学航空宇航学院,南京 210016
3) 安徽省交通投资集团公司,合肥 230031
Author(s):
YU Bo1YE Jian-shu1ZHANG Jian2YU Chun-jiang3and ZHANG Ting1
1)College of Transportation,Southeast University,Nanjing 210096,P.R.China
2)College of Aerospace Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,P.R.China
3)Anhui Provincial Communication Investment Group CO.,LTD,Hefei 230031,P.R.China
关键词:
桥梁工程铰接板正交异性板铰缝横向剪力车辆荷载
Keywords:
bridge engineeringarticulated plateorthotropic plateshear keytransverse shearvehicle load
分类号:
U 443.3
文献标志码:
A
摘要:
将装配式混凝土铰接板桥比拟成横向抗弯和抗扭刚度为零的正交异性板,得到铰接板挠曲面微分方程,推导出对边简支铰接矩形板挠度与横向剪力的解析解,并分析剪力分布规律以及剪力峰值受铰接板桥特性的影响因素.结果表明,铰缝剪力属于车辆轮载作用下的局部受力问题,其峰值主要与板的截面特性及跨径有关.得到了JTG D60-2004车辆荷载作用下混凝土铰接板桥铰缝剪力最大值的曲线图.
Abstract:
The articulated plate bridge was likened to orthotropic plate in which both transverse flexural rigidity and transverse torsional rigidity approaches were set to be equal to zero. Then the articulated plate differential equations for the articulated plate were obtained,and the classical deflection and transverse shear solutions of the articulated rectangular plate with two opposite edges simply supported were derived. An analysis on the shear distribution rules and the articulated plate bridge factors indicates that the shear of the articulated plate bridge shear key is related to the local forces under the vehicle load action,and its peak is dependent on the characteristic parameters of the plate section and the span of the bridge.The chart of the maximum value of transverse shear intensities is provided in accordance with the JTG D60-2004 vehicle load.

参考文献/References:

[1]李国豪,石洞.公路桥梁荷载横向分布计算[M].北京:人民交通出版社,1987.
[2]易建国.混凝土简支梁(板)桥 [M].北京:人民交通出版社,2006.
[3]席振坤.铰结板桥铰缝中切力的分布及计算[J].公路,1985,6:8-11.
[4]缪志伟, 陆新征,叶列平,等.微平面模型在剪力墙结构计算中的应用[J].深圳大学学报理工版,2008,25(2):122-127.
[5]Bakht B,Jaeger L G.桥梁简化分析[M].纽约:麦格劳希尔图书公司,1985.(英文版)
[6]陈祖坪.正交异性板的经典解[J].天津大学学报,1986,4:108-119.
[7]Heins C P.实用薄板理论[M].列克星顿:列克星顿出版社,1976.(英文版)
[8]Bakht B,Jaeger L G,Cheung M S.多梁式梁桥的横向剪力[J].结构工程杂志,ASCE,1983,109(4):936-949.(英文版)
[9]JTG D60-2004.公路桥涵设计通用规范[S].



[1]LI Guo-hao,SHI Dong.Calculation of Load Transverse Distribution for Highway Bridges[M].Beijing:China Communications Press,1990.(in Chinese)
[2]YI Jian-guo.Simple Supported RC Beam(plate) Bridge [M].Beijing:China Communications Press,2006.(in Chinese)
[3]XI Zhen-kun.Distribution and calculation of the shear force for shear-key of articulated plate bridge[J].Highway Bridges,1985,6:8-11.(in Chinese)
[4]MIAO Zhi-wei,LU Xin-zheng,YE Lie-ping,et al.Application of microplane models in the computation of shear wall structure[J].Journal of Shenzhen University Science and Engineering,2008,25(2):122-127.(in Chinese)
[5]Bakht B,Jaeger L G.Bridge Analysis Simplified[M].New York:McGraw-Hill Book Company,1985.
[6]CHEN Zu-ping.Classical solutions of orthotropic plates [J].Journal of Tianjin University,1986,4:108-119.(in Chinese)
[7]Heins C P.Applied Plate Theory for the Engineer[M].Lexington:Lexington Books,1976.
[8]Bakht B,Jaeger L G,Cheung M S.Transverse shear in multibeam bridges[J].Journal of Structural Engineering,ASCE,1983,109(4):936-949.
[9]JTG D60-2004.General code for design of highway bridges and culverts[S].(in Chinese)

相似文献/References:

[1]谭毅平,韩大建.预应力混凝土箱梁桥日照温度效应研究[J].深圳大学学报理工版,2008,25(1):43.
 TAN Yi-ping and HAN Da-jian.Study on solar temperature effect of prestressed concrete box-girder bridge[J].Journal of Shenzhen University Science and Engineering,2008,25(No.1(001-095)):43.
[2]李宏江,张劲泉,李万恒,等.PC斜拉桥辅助墩拉力摆断裂后的状态模拟[J].深圳大学学报理工版,2010,27(3):280.
 LI Hong-jiang,ZHANG Jin-quan,LI Wan-heng,et al.Simulation on the state after fracture of tension rocker bearing cables at auxiliary piers in a PC cable-stayed bridge[J].Journal of Shenzhen University Science and Engineering,2010,27(No.1(001-095)):280.
[3]韩振峰,叶爱君.桥梁群桩基础抗震能力值灵敏性分析[J].深圳大学学报理工版,2010,27(4):452.
 HAN Zhen-feng and YE Ai-jun.Sensitivity analysis on antiseismic capacity of bridge pile foundation[J].Journal of Shenzhen University Science and Engineering,2010,27(No.1(001-095)):452.
[4]罗帅,刘红军,王刚.考虑桥面运动的斜拉索减振模型[J].深圳大学学报理工版,2010,27(4):470.
 LUO Shuai,LIU Hong-jun,and WANG Gang.The characteristic of stay-cable damping system in consideration of bridge deck vibration[J].Journal of Shenzhen University Science and Engineering,2010,27(No.1(001-095)):470.
[5]杨仕若,曾庆元.铁路车桥耦合振动模态法分析[J].深圳大学学报理工版,2011,28(No.2(095-188)):131.
 YANG Shi-ruo and ZENG Qing-yuan.Coupling vibration analysis of vehicle-bridge by mode method[J].Journal of Shenzhen University Science and Engineering,2011,28(No.1(001-095)):131.
[6]贾布裕,颜全胜,余晓琳.考虑滑移和剪力滞的组合梁斜拉桥徐变分析[J].深圳大学学报理工版,2011,28(No.2(095-188)):136.
 JIA Bu-yu,YAN Quan-sheng,and YU Xiao-lin.Analysis of creep of composite cable stayed bridge considering the slip and shear lag effect[J].Journal of Shenzhen University Science and Engineering,2011,28(No.1(001-095)):136.
[7]杨仕若,曾庆元.桁段有限元法分析钢桁梁桥振动[J].深圳大学学报理工版,2011,28(No.3(189-282)):195.
 YANG Shi-ruo and ZENG Qing-yuan.Analysis of steel truss girder bridge vibrations by finite truss element method[J].Journal of Shenzhen University Science and Engineering,2011,28(No.1(001-095)):195.
[8]诸葛萍,强士中,任伟平,等.碳纤维主缆鞍座处抗滑移试验[J].深圳大学学报理工版,2011,28(No.5(377-470)):395.
 ZHUGE Ping,QIANG Shi-zhong,REN Wei-ping,et al.Experiment of slip behavior of CFRP cable against saddle[J].Journal of Shenzhen University Science and Engineering,2011,28(No.1(001-095)):395.
[9]苏伟,强士中,刘明虎,等.CFRP主缆与索夹间摩擦学性能试验研究侯[J].深圳大学学报理工版,2012,29(No.3(189-282)):201.[doi:10.3724/SP.J.1249.2012.03201]
 HOU Su-wei,QIANG Shi-zhong,LIU Ming-hu,et al.Experimental investigation of tribological properties between CFRP main cable and clamp[J].Journal of Shenzhen University Science and Engineering,2012,29(No.1(001-095)):201.[doi:10.3724/SP.J.1249.2012.03201]
[10]朱文正.多跨简支梁桥加固措施的抗震性能评估[J].深圳大学学报理工版,2015,32(No.2(111-220)):152.[doi:10.3724/SP.J.1249.2015.02152]
 Zhu Wenzheng.Seismic performance evaluation of retrofit measures for multi-span simple-supported bridges[J].Journal of Shenzhen University Science and Engineering,2015,32(No.1(001-095)):152.[doi:10.3724/SP.J.1249.2015.02152]

备注/Memo

备注/Memo:
收稿日期:2010-05-03;修回日期:2010-09-13
基金项目:西部交通建设科技资助项目(200731822379);江苏省交通科学研究计划资助项目(08Y52)
作者简介:俞博(1982-),男(汉族),江西省玉山县人,东南大学博士研究生.E-mail:yubo.seu@gmail.com
通讯作者:叶见曙(1948-),男(汉族),东南大学教授、博士生导师.E-mail:yejianshu@seu.edu.cn
更新日期/Last Update: 2011-01-13