Space Analysis of Long-Span Continuous Rigid Frame Bridges

Xian Wu Hao; Ya Xun Yang

doi:10.4028/www.scientific.net/AMR.671-674.1045

Paper Titles

Evaluation of Compressive Strengths of HPS Plate Systems Stiffened with Trapezoidal Stiffeners
p.1025

Field Testing on Natural Frequencies of a Cable-Stayed Footbridge Based on Ambient Excitation
p.1029

Full-Scale Fatigue Test of Trough-to-Deck Plate Joints in Steel Orthotropic Deck
p.1035

Influence of Concrete Shrinkage and Creep on Composite Beam of Cable-Stayed Bridge
p.1040

Space Analysis of Long-Span Continuous Rigid Frame Bridges
p.1045

Study on Finite Element Modeling of Girder Bridges
p.1051

Temperature Effect Analysis of the Twin Towers Concrete Cable-Stayed Bridge for Construction Control
p.1055

The Damage Analysis of Usu Bridge under Static Load
p.1064

Numerical Simulation of Integral Mechanical Behavior for Dual-Wall Steel Cofferdam during Construction Process
p.1069

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Space Analysis of Long-Span Continuous Rigid Frame...

Space Analysis of Long-Span Continuous Rigid Frame Bridges

Abstract:

With the background of continuous rigid frame bridge,this paper considers the impact of the structural weight and the pre-stressed force in the construction phase,uses the ANSYS finite element analysis program to analyze the stress and strain of an continuous rigid frame bridge in the the largest cantilever state, focuses on different effects of the different radius of curvature and pier height.Through the analysis constructs the control mentality and the corresponding design proposal for the continuous rigid frame bridge had been provided.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

1045-1050

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.1045

Citation:

Cite this paper

Online since:

March 2013

Authors:

Xian Wu Hao, Ya Xun Yang

Keywords:

Cantilever Cast, Construction Monitoring, Continuous Rigid Frame Bridge, Deformation, Stress

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Chengkui Huang, Fulai Qu , Shitao Xu. Shear Resistance Study on Specially Shaped Rc Columns with Different Limb Lengths[J]. Engineering Mechanics, 2009, 26(5): 197-201. (in Chinese).

Google Scholar

[2] Wenli Xiong , Xiangyang Cai. Damage Analysis of Mianguang Highway Bridges in Wenchuan Earthquake[J]. Journal of Huazhong University of Science and Technology(Urban Science Edition), 2009, 26(1): 119-122. (in Chinese).

Google Scholar

[3] Hui Yu , Zhuanyun Yang , Yu Wang. On Temperature and Stress Monitored in the Construction of Continuous Rigid Frame Bridge[J]. Journal of Shangdong Jiaotong University, 2005, 13(4): 52-56. (in Chinese).

Google Scholar

[4] Weifeng Wang , Quansheng Yan , Jinyong Xu . Stress Monitoring of Prestressed Concrete Continuous Rigid-Frame Structure of Guanyinsha Bridge on North Section of Beijing-Zhuhai Expressway[J]. Bridge Construction, 2006, 5: 62-71. (in Chinese).

Google Scholar

[5] Surong Luo, Jianlan Zheng , Zuoqiao Zheng. Calculation Methods for Shearing Capacity of Steel Fiber Reinforced Concrete Column[J]. Engineering Mechanics, 2002, 19(6): 78-81. (in Chinese).

Google Scholar

[6] Zhenbiao Liu, AiguoYan, Shidong Luo. Construction Control of Long Span Hybrid Bridge of Continuous Rigid Frames and Flexible Arches[J]. Bridge Construction, 2009, (6): 62-66. (in Chinese).

Google Scholar