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Non-linear finite element models were developed in Atena commercial package, in which a smeared cracked model was adopted to simulate concrete and appropriate bond-slip constitutive relations were defined for the CFRP-concrete interfaces.
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A transverse cracking model within a coating is then presented.
With the principal damage mode in all cases being matrix cracking, model performance in coupon residual strength estimation was remarkable.
The analysis results of M-E PDG cracking models were consistent with the experimental findings.
Pearlite cracking modeled at the mesoscale corresponds well to the observed cracks on SEM-micrographs.
In this type of problem, the damaged zone ahead the crack tip is modelled based on the fictitious crack model.
The bilinear softening curves (bilinear stress crack opening displacement curves) have been used for modeling concrete fracture behaviors based on the cohesive crack model.
Effective crack model.
Cohesive crack model.
Fictitious crack model.
And fixed crack model was applied.
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