|本期目录/Table of Contents|

[1]李立峰,周 延.大跨径波形钢腹板组合箱梁桥剪力滞效应[J].建筑科学与工程学报,2016,33(06):106-112.
　LI Li-feng,ZHOU Yan.Shear Lag Effect of Large Span Composite Box Girder Bridge with Corrugated Steel Webs[J].Journal of Architecture and Civil Engineering,2016,33(06):106-112.
点击复制

大跨径波形钢腹板组合箱梁桥剪力滞效应(PDF)
分享到：

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
33卷
期数:
2016年06期
页码:
106-112
栏目:
出版日期:
2016-11-30

文章信息/Info

Title:
Shear Lag Effect of Large Span Composite Box Girder Bridge with Corrugated Steel Webs
作者:
李立峰，周 延
湖南大学土木工程学院
Author(s):
LI Li-feng, ZHOU Yan
School of Civil Engineering, Hunan University
关键词:
桥梁工程; 剪力滞效应; 大跨径波形钢腹板组合箱梁桥; 施工阶段
Keywords:
bridge engineering;  shear lag effect;  large span composite box girder bridge with corrugated steel web;  construction process
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为了研究大跨径波形钢腹板组合箱梁桥的剪力滞效应，结合1座采用悬臂施工的大跨径波形钢腹板箱梁桥，分别建立平面杆系有限元模型和空间实体有限元模型，模拟施工过程，选取3个关键截面，研究了波形钢腹板组合箱梁桥在不同施工阶段的剪力滞效应分布规律。结果表明：大跨径波形钢腹板组合箱梁桥的剪力滞效应随着施工阶段的推移是一个动态变化过程，在悬臂施工阶段，剪力滞效应变化较快，在施工阶段后期，剪力滞效应变化缓慢；最大剪力滞效应发生在最大悬臂状态时的端部截面。
Abstract:
In order to study the shear lag effect of large span composite box girder bridge with corrugated steel webs, a large span composite box girder bridge with corrugated steel webs using cantilever construction was adopted, and the plane frame model and finite element model were established respectively. The construction processes were simulated and three key sections were selected. The distribution rules of shear lag effect of large span composite box girder bridge with corrugated steel webs at different stages of construction were studied. The results show that the shear lag effect of large span box girder bridge with corrugated steel webs is a dynamic process with the construction stage. The shear lag effect changes rapidly during cantilever construction stage, and changes slowly at the late stage of construction. The maximum shear lag effect occurs on the end section at the maximum cantilever state.

参考文献/References:

相似文献/References:

[1]刘荣桂,刘德鑫,延永东,等.CFRP筋复合型锚具锚固性能研究[J].建筑科学与工程学报,2013,30(02):9.
　LIU Rong-gui,LIU De-xin,YAN Yong-dong.[J].Journal of Architecture and Civil Engineering,2013,30(06):9.
[2].《建筑科学与工程学报》征稿简则[J].建筑科学与工程学报,2013,30(02):127.
[3]李加武,黄森华,王新.开口断面斜拉桥主梁动力特性的有限元简化计算[J].建筑科学与工程学报,2013,30(04):59.
　LI Jia-wu,HUANG Sen-hua,WANG Xin.Finite Element Simplified Computation for Dynamic Characteristics of Cable-stayed Bridge Girder with Opening Section[J].Journal of Architecture and Civil Engineering,2013,30(06):59.
[4]任 伟,盖轶婷,王 锦.混凝土自锚式悬索桥过程控制状态分析[J].建筑科学与工程学报,2014,31(03):45.
　REN Wei,GAI Yi-ting,WANG Jin.Analysis of Process Control State About Concrete Selfanchored Suspension Bridge[J].Journal of Architecture and Civil Engineering,2014,31(06):45.
[5]李加武,周 琴,黄森华.简支梁桥铅芯橡胶支座减震特性研究[J].建筑科学与工程学报,2014,31(03):124.
　LIU Xin-hua,LI Jia-wu,ZHOU Qin,et al.Research on Seismic Isolation Characteristics of LRB for Simply Supported Beam Bridge[J].Journal of Architecture and Civil Engineering,2014,31(06):124.
[6]韦建刚,黄 蕾,李佩元,等.旧空心板简支梁桥的连续化改造加固研究[J].建筑科学与工程学报,2014,31(04):103.
　WEI Jian-gang,HUANG Lei,LI Pei-yuan,et al.Research on Continuous Transformation and Reinforcement for Old Simply Supported Hollow Slab Bridge[J].Journal of Architecture and Civil Engineering,2014,31(06):103.
[7]周 帅,曾永平,杨国静,等.桥梁箱型吊杆涡振与驰振耦合振动的数值模拟[J].建筑科学与工程学报,2015,32(02):84.
　ZHOU Shuai,ZENG Yong-ping,YANG Guo-jing,et al.Numerical Simulation on Coupled Vibration of Vortex-induced Vibration and Galloping Vibration for Box Hangers of Bridges[J].Journal of Architecture and Civil Engineering,2015,32(06):84.
[8]赵士良,韩万水,鲁永飞,等.重载交通条件下装配式RC板桥抗裂性分析[J].建筑科学与工程学报,2015,32(04):73.
　ZHAO Shi-liang,HAN Wan-shui,LU Yong-fei,et al.Crack Resistance Analysis on Prefabricated RC Slab Bridge Under Heavy Traffic[J].Journal of Architecture and Civil Engineering,2015,32(06):73.
[9]贡金鑫,江力财,赵尚传,等.桥梁拉吊索用不锈钢钢丝腐蚀性能及斜拉索时变可靠度研究[J].建筑科学与工程学报,2015,32(05):8.
　GONG Jin-xin,JIANG Li-cai,ZHAO Shang-chuan,et al.Study on Corrosion Properties of Stainless Steel Wire for Cable Use and Time-variant Reliability of Stay Cable of Bridge[J].Journal of Architecture and Civil Engineering,2015,32(06):8.
[10]李立峰,刘守苗,吴文朋.氯离子侵蚀效应对RC桥墩抗震性能的影响[J].建筑科学与工程学报,2015,32(05):56.
　LI Li-feng,LIU Shou-miao,WU Wen-peng.Influence of Chloride Ion Corrosion on Seismic Performance of Reinforced Concrete Piers[J].Journal of Architecture and Civil Engineering,2015,32(06):56.

备注/Memo

备注/Memo:
更新日期/Last Update: 2016-12-07