Research on Mechanical Properties of Key Joints of V-Shaped Braced Continuous Rigid-Frame System Beam-Arch Combination Bridges During Construction Stage

Zhang Lianhai

doi:10.3724/j.gyjzG23102312

Volume 54 Issue 9

Sep. 2024

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(9): 163-169

Zhang Tiejun, Yan Yuelan. STUDY ON LOCALIZATION OF MANUFACTURE OF UNDERRELAXATION PRESTRESSED STEEL SHANDS FOR CONTAINMENT OF Ling'ao NUCLEAR POWER PLANT (PHASE-Ⅱ) AND ITS USE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 61-66. doi: 10.13204/j.gyjz200904015

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Zhang Lianhai. Research on Mechanical Properties of Key Joints of V-Shaped Braced Continuous Rigid-Frame System Beam-Arch Combination Bridges During Construction Stage[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 163-169. doi: 10.3724/j.gyjzG23102312

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Research on Mechanical Properties of Key Joints of V-Shaped Braced Continuous Rigid-Frame System Beam-Arch Combination Bridges During Construction Stage

doi: 10.3724/j.gyjzG23102312

Zhang Lianhai

Fujian Architecture School, Fuzhou 350000, China

Received Date: 2023-10-23
Available Online: 2024-10-18

Abstract

Abstract

In recent years, beam-arch combination system bridges in China has been developing rapidly, the V-shaped continuous rigid frame system beam-arch combination bridge is a new type of structural system. The Fuzhou WanBian Bridge was taken as the engineering background, using the large-scale universal finite element software to establish a bridge structure model, mechanical analysis of key joints in the construction stage of the V-shaped continuous rigid frame system beam-arch composite bridge was carried out, including stress analysis of the V-braced position in the cantilever state of the box girder, internal force analysis of arch ribs during the stage of pouring concrete into the arch rib tube, stability analysis of steel pipe arch ribs, and dynamic characteristic analysis. Finally, the study of key joints during the construction stage of the bridge revealed that the calculated stress of the bridge during the construction stage met the requirements of the specifications, various materials would not exhibit stress yielding phenomenon during the pouring process.
- V-braced continuous rigid frame,
- composite bridge,
- construction stage,
- stress analysis

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References

[1]	WU Q, YOSHIMURA M, TAKAHASHI K, et al. Nonlinear seismic analysis of the second saikai bridge-concrete filled tubular arch bridge[J]. Engineering Structures, 2018, 28(2): 173-182.
[2]	EL-TAWIL S, DEIERLEIN G G. Strength and ductility of concrete encased composite columns[J]. Journal of Structural Engineering, January, 2019,125(9):109-119.
[3]	HOECKMAN W. Bridge over the river loire in orleans[J]. France Structural Engineering International,2021,2:31-39.
[4]	陈宝春,黄文金.圆管截面桁梁极限承载力试验研究[J]. 建筑结构学报,2015(6):36-39.
[5]	陈宝春,秦泽豹.钢管混凝土肋拱面内极限承载力计算的等效梁柱法[J].铁道学报,2016(8):58-61.
[6]	项贻强,李新生.空间梁拱组合式桥梁的分析理论及试验研究[J].中国公路学报,2016(1):68-71.
[7]	李新生,申永刚,项殆强.梁拱组合体系桥梁荷载横向分布计算与研究[J].苏州城建环保学院学报,2015(3):58-61.
[8]	朱卫国,申永刚,项贻强. 梁拱组合体系桥柔性吊杆索力测试[J]. 中南公路工程,2016(3):21-24.
[9]	李国平.连续拱梁组合桥的性能与特点[J].桥梁建设,2016(1):11-13.
[10]	蒋彦征,李国平.预应力梁拱组合桥受力分析[J].华东公路,2015(6):3-5.
[11]	官兴,童林. 三座梁拱组合桥梁的设计简介[J].中南公路工程,2020(2):99-102.
[12]	黎靖.连续梁拱组合结构柔性吊杆张拉力的确定[J].工程建设,2020(6):30-33.
[13]	TURNER M J. CLOUGH R W, MARTIN H C, et al. Stiffness and deflection analysis of complex structures[J]. Aeronautical Science, 2021,23(7):15-23.
[14]	AMODE M, HUDELESTON V. Three-dimension stability of arches[J]. Journal of Engineering Mechanics, 2019,103 (5):55-67.
[15]	张国栋,张峰.梁－拱共同工作的桥梁有限元分析[J].三峡大学学报,2019(3):15-30.
[16]	田欣,张素梅,陈振明,等.带填板的端板连接梁拼接节点抗弯性能有限元分析[J].工业建筑,2023,53(9):78-87.
[17]	麻胜兰,姜绍飞.CFRP-PVC管混凝土轴压中长柱承载力研究[J].土木工程学报, 2014, 47(1): 99-106.
[18]	张雨晨,郭现钊,张晨明,等.局部锈蚀对偏心受压圆钢管混凝土构件性能的影响研究[J].工业建筑,2023,53(9):69-77.
[19]	周琪,曾思智,胡淑军.装配式混凝土预埋型钢铰接梁力学性能有限元分析[J].南昌大学学报(工科版),2022,44(3):317-321.
[20]	CHEN B C, SHRESTHA K M, LI S Y. Modification of B3 model for sealed concrete with additives based on experimental observation[J].Journal of Donghua University (English Edition), 2017, 28 (1):79-84.
[21]	MA S L, JIANG S F, WENG L Q. Two-stage damage identification based on modal strain energy and revised particle swarm optimization[J].International Journal of Structural Stability and Dynamics, 2020, 14(5):18-25.
[22]	JIANG S F, MA S L, WU Z Q. Experimental study and theoretical analysis on slender concrete-filled carbon fibre reinforced plastic polyvinyl chloride tubular columns[J]. Construction and Building Materials, 2021, 53(11): 75-87.
[23]	OU Z J, CHEN B C, KAI P E, et al. Barr, experimental and analytical investigation of concrete filled steel tubular columns[J]. Journal of Structural Engineering, 2018, 37(6):35-45.
[24]	柯晓军, 杨春辉, 苏益声,等.钢管再生混凝土组合柱偏心受压性能试验研究[J]. 应用基础与工程科学学报,2020, 23(2):58-65.
[25]	CHEN B C. An overview of concrete and concrete filled steel tube arch bridges in China (invited lecture) [J].Proceedings of the Fifth International Conference on Arch Bridge, 2019, 15(3): 29-44.
[26]	WANG W D, JIANG S F, ZHOU H F, et al. Time synchronization for acceleration measurement data of Jiangyin Bridge subjected to a ship collision[J]. Structural Control and Health Monitoring, 2018, 25(1):20-25.

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