Finite Element Model-Based Weight-Over Process Philosophy for Bridge Loading Capacity Evaluation and Rating Factor Estimation

<div>Material models in uniaxial and correspondent failure criteria: (a) concrete uniaxial stress-strain curves as its failure surface; (b) steel uniaxial stress-strain curve and its failure surface.</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Finite Element Model-Based Weight-Over Process Philosophy for Bridge Loading Capacity Evaluation and Rating Factor Estimation 