Crack induced interfacial debonding in damaged RC slabs strengthened with FRP
Author:
Funder
Israel Science Foundation
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,Modelling and Simulation,Computational Mechanics
Link
http://link.springer.com/article/10.1007/s10704-018-0333-4/fulltext.html
Reference34 articles.
1. Arduini M, Nanni A (1997) Behavior of precracked RC beams strengthened with carbon FRP sheets. J Compos Constr 1(2):63–70
2. Bruno D, Greco F, Lonetti P (2013) A fracture-ALE formulation to predict dynamic debonding in FRP strengthened concrete beams. Compos Part B Eng 46:46–60
3. Doedel EJ (2007) Lecture notes on numerical analysis of nonlinear equations. Numerical Continuation Methods for dynamical systems, pp 1–49
4. de Borst R, Remmers JJ (2006) Computational modeling of delamination. Compos Sci Technol 66(6):713–722
5. Ebead U, Saeed H (2010) Modeling of reinforced concrete slabs strengthened with fiber-reinforced polymer or steel plates. ACI Struct J 107(2):218–227
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