吉林大学学报(工学版) ›› 2013, Vol. 43 ›› Issue (05): 1247-1252.doi: 10.7964/jdxbgxb201305016

• paper • Previous Articles     Next Articles

Bridge system mean time to failure with load-sharing process

ZHANG Li-ye, GUO Xue-dong, DONG Li-juan   

  1. College of Transportation, Jilin University, Changchun 130022, China
  • Received:2012-04-27 Online:2013-09-01 Published:2013-09-01

Abstract:

Based on the existing reliability analysis of bridge structure system, the Markov process steady-state probabilities are used as the reliability assessment indexes of bridge system. The load-sharing process in bridge working condition is analyzed by modification of the system reliability relation matrix. Laplace transforms of the bridge system reliability function and state equations are conducted. Then state equations obtained after the modification of the system reliability relation matrix are solved to deduce the calculation method of Bridge System Mean Time To failure (BSMTTF). A case study is carried out, which indicates that the BSMTTF is closely related to the component target reliability indexes. The higher the bridge system reliability index the longer the BSMTTF, and the higher the component target reliability index the more obvious the increase in the BSMTTF.

Key words: structural engineering, system reliability, bridge, load-sharing, mean time to failure(MTTF), Laplace transform, the reliability index

CLC Number: 

  • U447

[1] 李爱群,缪长青.桥梁结构健康监测[M].北京:人民交通出版社,2009.

[2] 秦权.桥梁结构的健康监测[J].中国公路学报,2000,13(2):37-42. Qin Quan.Health monitoring of long-span bridges[J].China Journal of Highway and Transport,2000,13(2):37-42.

[3] 姜浩,郭学东,张立业. 基于模态应变能理论的混凝土结构损伤诊断[J]. 吉林大学学报:工学版,2010,40(增刊):209-213. Jiang Hao, Guo Xue-dong, Zhang Li-ye. Damage diagnosis of concrete structure base on modal strain energy theory[J]. Journal of Jilin University(Engineering and Technology Edition),2010,40(Sup.):209-213.

[4] 程永春, 谭国金, 刘寒冰,等. 车辆作用下的公路简支梁桥测试频率[J]. 吉林大学学报,工学版,2009, 39(6):1492-1496. Cheng Yong-chun, Tan Guo-jin, Liu Han-bing, et al. Test frequencies freely supported beam of highway bridge under effect of vehicles[J]. Journal of Jilin University(Engineering and Technology Edition),2009, 39(6):1492-1496.

[5] 孟广伟, 蔡斌, 李锋,等. 曲线拟合与蒙特卡洛法结合的结构可靠度分析方法[J]. 吉林大学学报:工学版,2010,40(增刊):293-296. Meng Guang-wei, Cai Bin, Li Feng, et al. New method for structural reliability analysis by combining curve fitting with Monte Carlo simulation[J]. Journal of Jilin University(Engineering and Technology Edition),2010, 40(Sup.):293-296.

[6] Kang Won-Hee, Song Junho, Gardoni Paolo.Matrix-based system reliability method and applications to bridge networks[J].Reliability Engineering and System Safety,2008,3:1584-1593.

[7] Frangopol D M, Strauss A, Kim S Y. Bridge reliability assessment based on monitoring[J]. Journal of Bridge Engineering,2008,13(3): 258-270.

[8] Catbas F N, Susoy M, Frangopol D M. Structural health monitoring and reliability estimation: long span truss bridge application with environmental monitoring data[J]. Engineering Structures,2008,30(9):2348-2359.

[9] Frangopol D M, Imai K. Reliability of long span bridges based on design experience with the Honshu-Shikoku bridges[J]. Journal of Constructional Steel Research,2004,60(3-5):373-392.

[10] 郭学东,张立业,董丽娟, 等.桥梁系统可靠性评估方法[J]. 吉林大学学报:工学版,2012,42(3):634-637. Guo Xue-dong, Zhang Li-ye,Dong Li-juan,et al. Bridge system reliability assessment method[J]. Journal of Jilin University(Engineering and Technology Edition),2012,42(3):634-637.

[11] Marvin Rausand. System Reliability Theory: Models, Statistical Methods, and Applications[M]. 2nd Edition.San Francisco, CA: John Wiley&Sons,2004.

[1] HUI Ying-xin,MAO Ming-jie,LIU Hai-feng,ZHANG Shang-rong. Influence of structural seismic response of bridges crossing active fault [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(6): 1725-1734.
[2] NI Ying-sheng,SUN Qi-xin,MA Ye,XU Dong,LIU Chao. Shear distribution of multi-cell corrugated steel web composite beams based on space grid analysis [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(6): 1735-1746.
[3] LI Rui, ZHANG Lu-yang, LIU Lin, WU Yue-yuan, CHEN Shi-wei. Magneto-rheological vibration isolation for three-span bridge based on similarity theory [J]. 吉林大学学报(工学版), 2018, 48(3): 787-795.
[4] ZHENG Yi-feng, ZHAO Qun, BAO Wei, LI Zhuang, YU Xiao-fei. Wind resistance performance of long-span continuous rigid-frame bridge in cantilever construction stage [J]. 吉林大学学报(工学版), 2018, 48(2): 466-472.
[5] GONG Ya-feng, HE Yu-long, TAN Guo-jin, SHEN Yang-fan. Anti-overturning stability analysis for three-span continuous curved girder bridge with single column pier [J]. 吉林大学学报(工学版), 2018, 48(1): 133-140.
[6] WEI Zhi-gang, LIU Han-bing, SHI Cheng-lin, GONG Ya-feng. Calculation of transverse distribution coefficient of simply supported beam bridge with effect of bridge deck pavement [J]. 吉林大学学报(工学版), 2018, 48(1): 105-112.
[7] MA Ye, NI Ying-sheng, XU Dong, DIAO Bo. External prestressed strengthening based on analysis of spatial grid model [J]. 吉林大学学报(工学版), 2018, 48(1): 137-147.
[8] NI Ying-sheng, SUN Qi-xin, MA Ye, XU Dong. Calculation of capacity reinforcement about composite box girder with corrugated steel webs based on tensile stress region theory [J]. 吉林大学学报(工学版), 2018, 48(1): 148-158.
[9] WEI Zhi-gang, SHI Cheng-lin, LIU Han-bing, ZHANG Yun-long. Dynamic characteristics of steel-concrete composite simply supported beam under vehicles [J]. 吉林大学学报(工学版), 2017, 47(6): 1744-1752.
[10] NI Ying-sheng, MA Ye, XU Dong, LI Jin-kai. Space mesh analysis method for shear lag effect of cable-stayed bridge with corrugated steel webs [J]. 吉林大学学报(工学版), 2017, 47(5): 1453-1464.
[11] ZHANG Yun-long, LIU Zhan-ying, WU Chun-li, WANG Jing. Static and dynamic responses of steel-concrete composite beams [J]. 吉林大学学报(工学版), 2017, 47(3): 789-795.
[12] WANG Zhi-yuan, LI Guo-dong, WANG Yong-hua. Optimization decision model for bridge design based on AHP-TOPSIS [J]. 吉林大学学报(工学版), 2017, 47(2): 478-482.
[13] ZHAO Yun-peng, YU Tian-lai, JIAO Yu-bo, GONG Ya-feng, SONG Gang. Damage identification method and factor evaluation for irregular-shaped bridge [J]. 吉林大学学报(工学版), 2016, 46(6): 1858-1866.
[14] YU Tian-lai, LIU Xing-guo, YAO Shuang, Muhammad Mansour. Fatigue performance of RC beams strengthened with externally prestressed CFRP tendons [J]. 吉林大学学报(工学版), 2016, 46(6): 1867-1873.
[15] LIU Han-bing, SHI Cheng-lin, TAN Guo-jin. Finite element solution of composite beam with effect of shear slip [J]. 吉林大学学报(工学版), 2016, 46(3): 792-797.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!