Nonlinear Stability Analysis on the concrete casting step of Long-span Concrete-filled Steel Tube Arch Bridge

被引：3

作者：

Wang Ji ^{[1
]}

Zhang Ming-zhong ^{[2
]}

Guo Xiao-li ^{[2
]}

机构：

[1] Wuhan Univ Technol, Design & Res Inst, Wuhan 430070, Peoples R China

[2] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China

来源：

ADVANCED MATERIALS SCIENCE AND TECHNOLOGY | 2009年 / 614卷

关键词：

concrete-filled steel tube (CFST) arch bridge; finite element; construction process; nonlinear; stability;

D O I：

10.4028/www.scientific.net/MSF.614.275

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In recent years, concrete-filled steel tube (CFST) was developed and used extensively in civil engineering in China. In this paper, the method for stability analysis of long-span CFST arch bridge was introduced. Based on Jingyang River Bridge in Hubei province of China and finite element method, the spatial model was set up. Both linear and nonlinear stability of long-span CFST arch bridge in construction process were analyzed. The result indicated the influence of geometrical nonlinearity was small and the influence of material nonlinearity was evident. So, for analyzing the stability of long-span CFST arch bridge, the influence of geometrical nonlinearity and material nonlinearity must be considered at the same time. The results of paper were used to provide the basis for the construction control of the bridge.

引用

页码：275 / 281

页数：7

共 50 条

[21] Time-dependent behavior comparison of long-span concrete arch bridge between prototype and model [J].

Wang, Yong-bao ;

Qin, Peng-ju ;

Liu, Zhi-hua ;

Zhang, Xiao ;

Mao, Min .

JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2022, 29 (05) :1565-1577

[22] Analysis of large-span steel concrete railway arch bridge suspender tension [J].

Xu, Jialin .

SUSTAINABLE CITIES DEVELOPMENT AND ENVIRONMENT PROTECTION, PTS 1-3, 2013, 361-363 :1259-1263

[23] Nonlinear analysis of concrete-filled steel composite columns subjected to axial loading [J].

Bahrami, Alireza ;

Badaruzzaman, Wan Hamidon Wan ;

Osman, Siti Aminah .

STRUCTURAL ENGINEERING AND MECHANICS, 2011, 39 (03) :383-398

[24] Stability optimization of concrete filled steel tubular arch bridges [J].

Wei, Peng .

8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings, 2006, :242-248

[25] Stability-based Risk Analysis for the Construction Phases of Long-Span CFST Arch Bridge [J].

Sun, Guo-fu ;

Li, Shu-cai ;

Zhou, Xue-jun ;

Yu, Li-yuan .

PROCEEDINGS OF 2009 INTERNATIONAL SYMPOSIUM ON RISK CONTROL AND MANAGEMENT OF DESIGN, CONSTRUCTION AND OPERATION IN UNDERGROUND ENGINEERING, 2009, :213-216

[26] Testing and analysis on out-of-plane buckling behavior of concrete-filled steel tubular arch [J].

Sun, Jiaqi ;

Geng, Yue ;

Yin, Haitang ;

Moy, Charles K. S. ;

Wang, Yuyin .

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2025, 233

[27] Stability Analysis of Long-span Truss Arch with Military Beams [J].

Xie Fu-xian ;

Wang Ji ;

Li Xin-xing .

2010 THE 3RD INTERNATIONAL CONFERENCE ON COMPUTATIONAL INTELLIGENCE AND INDUSTRIAL APPLICATION (PACIIA2010), VOL VI, 2010, :406-410

[28] Stability Analysis of Long-span Truss Arch with Military Beams [J].

Xie Fu-xian ;

Wang Ji ;

Li Xin-xing .

2011 INTERNATIONAL CONFERENCE ON INTELLIGENT COMPUTATION AND INDUSTRIAL APPLICATION (ICIA2011), VOL I, 2011, :403-407

[29] Stress Performance Analysis on New Type of Concrete-filled Steel Tube Pre-stressed Truss Continuous Beam Bridge [J].

Yuan, Xiao-hui ;

Lu, Zhe-an .

FRONTIERS OF MANUFACTURING AND DESIGN SCIENCE III, PTS 1 AND 2, 2013, 271-272 :1415-1420

[30] Analysis of large plastic deformation of concrete-filled steel tube pier under cyclic loading [J].

Sun H. ;

Xu Q. ;

Ding F. ;

Lü F. ;

Liu X. ;

Cheng G. ;

Kang X. .

Journal of Railway Science and Engineering, 2023, 20 (03) :973-985

← 1 2 3 4 5 →