Finite element analysis of flexural cracking behavior of RC structures, strengthened by externally bonded CFRP

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dc.contributor.author DONTCHEV, Dimitar -
dc.contributor.author ZHELYAZOV, Todor -
dc.contributor.author ASSIH, Jules -
dc.contributor.author LI, Alex -
dc.contributor.author DELMAS, Yves -
dc.date.accessioned 2011-02-02T15:56:58Z
dc.date.available 2011-02-02T15:56:58Z
dc.date.issued 2009
dc.identifier.issn 2491-715X
dc.identifier.uri http://hdl.handle.net/2042/37154
dc.description FE simulation of damage and crack initiation and propagation in RC structure, externally strengthened by CFRP will be presented. Constitutive law, based on the model of Mazars is used for the simulation of the non-linear concrete behavior. In the proposed incremental procedure the regions, affected by damage will be remeshed at each step and the initial mesh will be refined. Numerical results will be compared with experimental results obtained by CFRP strengthened RC beam subjected to a bending. -
dc.publisher AFM, Maison de la Mécanique, 39/41 rue Louis Blanc - 92400 Courbevoie fr_FR
dc.relation.ispartof 19ème Congrès Français de Mécanique (Marseille 2009)
dc.relation.ispartofseries Congrès français de mécanique
dc.rights Document en accès libre : http://irevues.inist.fr/utilisation fr_FR
dc.title Finite element analysis of flexural cracking behavior of RC structures, strengthened by externally bonded CFRP -
dc.contributor.affiliation Dpt Appl. Mech., Univ. Chemical Technology & Metallurgy, 8 Kl. Ohridski St., 1756, Sofia, Courriel : dontchev@uctm.edu fr_FR


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