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- W2371623293 abstract "This paper studied the mechanism of the fatigue damage, and its mechanical performance parameters. Taking the bridge deck pavement of steel bridge as an example, the relations between the mechanical performance parameters (such as the maximum transverse tensile stress, the maximum transverse tensile strain, the maximum transverse shear stress, the maximum longitudinal tensile stress, the maximum longitudinal tensile strain, the maximum longitudinal shear stress, the maximum bend displacement) and the thickness of the deck and the modulus of elasticity of the material of pavement were established. The analysis method of fatigue reliability and the reliability model of the optimization of the mechanical performance parameters were advanced to develop a theoretic base for structural design and maintenance optimum of deck pavement." @default.
- W2371623293 created "2016-06-24" @default.
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- W2371623293 date "2004-01-01" @default.
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- W2371623293 title "Fatigue performance parameters and reliability of bridge deck pavement" @default.
- W2371623293 hasPublicationYear "2004" @default.
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