Load Carrying Capacity and Remaining Life Assessment: Damage Mechanics Approach
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Détails bibliographiques
| Auteur(s): |
Todor Zhelyazov
François Buyle-Bodin Dimitar Dotchev |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Publié dans: | IABSE Conference, Rotterdam, May 2013 | ||||
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| Page(s): | 312-313 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| Année: | 2013 | ||||
| DOI: | 10.2749/222137813806501434 | ||||
| Abstrait: |
Material constitutive laws, defined on the meso-scale, are plugged in a semi-analytical procedure in order to simulate the non-linear global mechanical response under service loading of a reinforced concrete beam strengthened with CFRP. The strain-softening concrete behavior is modeled trough a coupling between elasticity and damage. Keeping track of the damage accumulation enables the accurate evaluation of the level of the stiffness degradation in the structural element throughout the loading history. The remaining load-carrying capacity reserve of the strengthened structure is thus predicted. |
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