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In order to provide design formulas according to the Partial Safety Factor Method for Ultimate Limit State verification, mean and characteristic values of the debonding load are determined through statistical methods.
Most design codes consider the static and fatigue resistance of composite steel concrete structures with separate verifications for ultimate limit state and the limit state of fatigue.
Structural analysis was done according to EN-Eurocodes, and included the verification of structural element resistance for ultimate limit state, serviceability limit state control and fatigue assessment for the remaining working life.
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