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- W2384291421 abstract "A fatigue reliability model based on fracture mechanics approach is presented to estimate the fatigue reliability of steel bridges,so as to make the steel bridges serve at an acceptable risk level.Related variables including the initial crack size,a0,the critical crack size,ac,and the fatigue crack growth parameters,C and m,in the limit state function are evaluated.Thus,the fatigue reliabilities of steel bridges' components and details can be achieved using different reliability calculation methods.The model is applied to a real steel bridge,and primary members including the crossbeam and the lower string of the bridge are evaluated.The principle of fatigue reliability associated with stress cycle accumulation is achieved by JC reliability method,which can be the theory basis for the bridge to serve with a certain target reliability index." @default.
- W2384291421 created "2016-06-24" @default.
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- W2384291421 date "2008-01-01" @default.
- W2384291421 modified "2023-09-24" @default.
- W2384291421 title "Fracture Mechanics Approach Based Fatigue Reliability Assessment on Steel Bridges" @default.
- W2384291421 hasPublicationYear "2008" @default.
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