MODEL TEST ON THE ARCH-GIRDER HOLDING REGION OF HALF-THROUGH CONTINUOUS BEAM-ARCH COMBINATION BRIDGE

Zhao Jingang; Zhan Yulin; Zhao Renda; Zhao Xungang

doi:10.13204/j.gyjz201307028

Volume 43 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(7): 125-129,100

Zhao Jingang, Zhan Yulin, Zhao Renda, Zhao Xungang. MODEL TEST ON THE ARCH-GIRDER HOLDING REGION OF HALF-THROUGH CONTINUOUS BEAM-ARCH COMBINATION BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 125-129,100. doi: 10.13204/j.gyjz201307028

Citation:

Zhao Jingang, Zhan Yulin, Zhao Renda, Zhao Xungang. MODEL TEST ON THE ARCH-GIRDER HOLDING REGION OF HALF-THROUGH CONTINUOUS BEAM-ARCH COMBINATION BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 125-129,100. doi: 10.13204/j.gyjz201307028

Citation:

PDF( 0 KB)

MODEL TEST ON THE ARCH-GIRDER HOLDING REGION OF HALF-THROUGH CONTINUOUS BEAM-ARCH COMBINATION BRIDGE

doi: 10.13204/j.gyjz201307028

1.
1. School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;
2.
2. Bridge Science Research Institute Company Limited,China Railway Major Bridge Engineering Group,Wuhan 430034,China

Received Date: 2012-04-09
Publish Date: 2013-07-20

Abstract

Abstract

For the arch-girder holding region of the half-through continuous beam-arch combination bridge, the structure and force are complicated.Investigations of force transmission and stress distribution of the arch-girder consolidation zone were carried out by finite element method and a model test based on a high-speed railway bridge, and a 1∶4 model was tested.The principle of model scale, the determination of load system and the arrangement of the measuring were briefly introuduced.The finite element and experimental analyses indicate that the cross beam can result in lead the arch rib out-of-plane bending, and let the arch rib filled concrete and web plate stress of the cross beam side be greater than that of the other side without cross beam;and the stress concentration occur at the connection of the beam and arch rib, as well as the girder and arch rib connection.The arch-girder holding zone stress is low, the structure behaves almost elastic state.The force transmission and stress distribution for the structure are reasonable, which can meet the requirement of carrying capacity.
- arch-girder holding,
- model test,
- simulation analysis,
- continuous beam-arch combination bridge

FullText(HTML)

References(11)

References

[2] 姚振纲,刘祖华.建筑结构试验[M].上海:同济大学出版社,1996.

李国平.连续拱梁组合桥的性能与特点[J].桥梁建设,1999(1):10－13.

[3] TB 10002.32005铁路桥涵钢筋混凝土和预应力混凝土结构设计规范[S].

[4] TB 10002.22005铁路桥梁钢结构设计规范[S].

[5] 石挺丰,胡狄,陈政清.预应力混凝土桥梁徐变模型试验相似关系研究[J].华东交通大学学报,2007,24(4):30－32.

[6] 金成棣.预应力混凝土梁拱组合桥梁--设计研究与实践[M].北京:人民交通出版社,2001.

[7] Wang Ronghui, Huang Yonghui, Li Qiusheng, et al.Model Test?and Numerical Analysis of a Special Joint for a Truss Bridge[J].Journal of Constructional Steel Research,2009(65):1261－1268.

[8] 刘钊,孟少平,刘智,等.润扬大桥北汊斜拉桥索塔节段足尺模型试验研究[J].土木工程学报,2004,37(6):35－40.

[9] 勾红叶,蒲黔辉,施洲.大跨度 V 形刚构拱组合桥 V 形墩梁节点模型试验研究[J].土木工程学报,2010,43(3):99－105.

[10] Chi King Lee, Lie Seng Tjhen, Chiew Sing Ping, et al.Numerical?Models Verification of Cracked Tubular T, Y and K-Joints Under?Combined Loads[J].Engineering Fracture Mechanics,2005,72(7):983－1009.

[11] 叶梅新,陈佳.京沪高速大胜关桥钢桁梁段节段模型试验方法[J].铁道科学与工程学报,2009,6(1):16－20.

Relative Articles

Supplements(0)

Cited By

Proportional views