Paper Titles
Analysis of Dynamic Characteristics and Influence of Parameters on Suspension Arch Bridge
p.1132
Geometrically Nonlinear Stability Study of Self-Anchored Arch-Suspension Bridges
p.1137
Analysis of Equivalent Plastic Hinge Length of High Strength Concrete Bridge Columns by Using High Strength Reinforcements
p.1144
Analysis of Ultimate Load-Bearing Capacity of Long-Span CFST Arch Bridges
p.1149
Study on Reliability Assessment and Mechanics Behavior of Slab Culvert under Heavy Train
p.1157
The Model for Predicting the Remaining Service Life of Reinforced Concrete Bridges in-Service and Applicability
p.1162
Research on Construction Technology of Inclined Pylon of Single Pylon Cable-Stayed Bridge without Backstays
p.1168
Load-Carrying Capacity Inspection and Evaluation of Existing Pre-Stressed Concrete Hollow Slab
p.1173
Stability Analysis of Large-Span Prestressed Concrete Cable-Stayed Bridge under Floating System
p.1178

Study on Reliability Assessment and Mechanics Behavior of Slab Culvert under Heavy Train

Article Preview

Abstract:

Abstract：The paper takes heavy haul train existing slab culvert disease and the research status for starting point, researches and analyzes the reliability assessment of slab culvert and fatigue test under heavy haul train. Different corrosion rate and reinforced section failure probability and reliable probability relations is researched as the emphasis . Strain-stress relations and slab culvert reinforced load are studied by the fatigue test , drawn the fatigue life of tensile steel. The research provides a reference for the stress analysis of slab culvert under the point supported conditions.

You might also be interested in these eBooks
Advances in Civil Engineering, ICCET 2011 View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1157-1161

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1157

Citation:

Cite this paper

Online since:

September 2011

Authors:

Qi Cai Wang, Rong Ling Zhang, Li Na Ma, You Xing Wei

Keywords:

Heavy Haul Train, Mechanical Behavior, Reliability, Slab Culvert

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

References

[1] Shu-jun Fang,Yu-song Wen. Journal changsha railway institute,1996,14(03):8-11

Google Scholar

[2] F MOSES. Journal of structural engineering,1997,19(04):293-301

Google Scholar

[3] Zhen Wan,Qiao Li,Xue-ming Mao. Journal of highway traffic technology,2006,23(09):51-53

Google Scholar

[4] ANIMESH DEY..Journal of structural engineering, 2000,126(05):612-620

Google Scholar

[5] Jia-qiang Zuo. Bridge.2006(1) 43-44.

Google Scholar

[6] Xin Cui，Yu-ling Zhang，Zhen-huan Rong. Journal of railway construction,2008,1:20-23

Google Scholar

[7] Unified standard of reliability design of highway engineering structures (GB/T50283-1999). National Standards of Peoples Republic of China .Beijing: China Plan Publishing Company.(1999)

Google Scholar

[8] Unified standard for reliability design of engineering structures（GB50153-92). National Standards of Peoples Republic of China .Beijing: China Plan Publishing Company.(1992)

Google Scholar

[9] Ningjian Hu.Theory basis of structural reliability .Chengdu. Southwest Jiaotong University Pre- ss.(1992)

Google Scholar

[10] The People's Republic of China National Standards. Code for Design of Concrete Structure (GB 50010-2002). Beijing: China Plans Book Concern.(2002)

Google Scholar