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Volume 27 Issue 2
Apr.  2014
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Journal of Southwest Jiaotong University  > 2014  >  27(2): 213-219.
LIU Jie, LI UDan, HE Yanfeng. Improved Ant Colony System Algorithm for Waste Collection Vehicle Routing Problem[J]. Journal of Southwest Jiaotong University, 2011, 24(2): 333-339. doi: 10.3969/j.issn.0258-2724.2011.02.026
Citation: CHEN Zhiwei, XU Youlin. Fatigue Reliability Analysis of Multi-loading Suspension Bridges Considering Nonlinear Accumulative Damage[J]. Journal of Southwest Jiaotong University, 2014, 27(2): 213-219. doi: 10.3969/j.issn.0258-2724.2014.02.005
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Fatigue Reliability Analysis of Multi-loading Suspension Bridges Considering Nonlinear Accumulative Damage

doi: 10.3969/j.issn.0258-2724.2014.02.005
  • Received Date: 10 Dec 2012
  • Publish Date: 25 Mar 2014
    Abstract
  • Taking into account uncertainties in the nonlinear process of fatigue damage accumulation for fatigue reliability analysis of multi-loading long-span bridges, a fatigue reliability assessment method for a long suspension bridge under combined highway, railway, and wind loadings was proposed using a continuum damage model (CDM). First, the CDM based on continuum damage mechanics was briefly introduced, and main model parameters were analyzed. Then, a simplified CDM was proposed for further application to bridge structures. A limit state function for fatigue reliability analysis based on CDM was defined by introducing proper random variables into the CDM. The Monte Carlo simulation (MCS) was adopted to generate the random variables and to calculate the failure probability. Finally, the Tsing Ma Bridge in Hong Kong was taken as a case study, and the failure probabilities of the bridge at the end of 120 years were estimated for different loading scenarios. The results indicate that the health condition of the bridge in fatigue is satisfactory under the current traffic conditions, but attentions should be paid to future traffic growth because it will largely accelerate the damage growth.

     

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    • References(16)
  • American Society of Civil Engineering(ASCE). Committee on fatigue and fracture reliability, structural safety and reliability of the structural division, fatigue reliability[J]. Journal of Structural Engineering-ASCE, 1982, 108: 3-88.
    WIRSCHING P H. Probabilistic structural mechanics handbook:probabilistic fatigue analysis[M]. New York: Chapman and Hall, 1995: 146-165.
    CHUNG H C. Fatigue reliability and optimal inspection strategies for steel bridges. Austin: University of Texas at Austin, 2004.
    ZHOU Y. Assessment of bridge remaining fatigue life through field strain measurement[J]. Journal of Bridge Engineering-ASCE, 2006, 11(6): 737-744.
    LEMAITRE J. A course of damage mechanics[M]. Berlin: Springer-Verlag, 1996: 95-152.
    KACHANOV L M. Introduction to continuum damage mechanics[M]. Dordrecht: Martinus Nijhoff, 1986: 121-126.
    KRAJCINOVIC D, LEMAITRE J. Continuum damage mechanics: theory and applications[M]. Vienna: Springer, 1987: 1-93.
    LI Z X, CHAN T H T, KO J M. Fatigue damage model for bridge under traffic loading: application made to Tsing Ma Bridge[J]. Theoretical and Applied Fracture Mechanics, 2001, 35(1): 81-91.
    XU Y L, LIU T T, ZHANG W S, et al. Buffeting-induced fatigue damage assessment of a long suspension bridge[J]. International Journal of Fatigue, 2009, 31: 575-586.
    LI Z X, CHAN T H T, KO J M. Fatigue analysis and life prediction of bridges with structural health monitoring data, part I: methodology and strategy[J]. International Journal of Fatigue, 2001, 23: 45-53.
    British Standard Institute(BSI). BS5400: part 10, steel, concrete and composite bridges, code of practice for fatigue[S]. London: BSI, 1980.
    BHATTACHARYA B, ELLINGWOOD B. Continuum damage mechanics analysis of fatigue crack initiation[J]. International Journal of Fatigue, 1998, 20: 631-639.
    CHEN Z W, XU Y L, XIA Y, et al. Fatigue analysis of long-span suspension bridges under multiple loading: case study[J]. Engineering Structures, 2011, 33: 3246-3256.
    WIRSCHING P H. Fatigue reliability for offshore structures[J]. Journal of Structural Engineering-ASCE, 1984, 110: 2340-2356.
    CHEN Z W. Fatigue and reliability analyses of multi-load suspension bridges with WASHMS. Hong Kong: The Hong Kong Polytechnic University, 2010.
    RIGHINIOTIS T D. Effects of increasing traffic loads on the fatigue reliability of a typical welded bridge detail[J]. International Journal of Fatigue, 2006, 28(8): 873-880.
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