au.\*:("CHASTRE, Carlos")
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Assessing the behaviour of RC beams subject to significant gravity loads under cyclic loadsGIAO, Rita; LUCIO, Válter; CHASTRE, Carlos et al.Engineering structures. 2014, Vol 59, pp 512-521, issn 0141-0296, 10 p.Article
Design model for square RC columns under compression confined with CFRPFAUSTINO, Pedro; CHASTRE, Carlos; PAULA, Raquel et al.Composites. Part B, Engineering. 2014, Vol 57, pp 187-198, issn 1359-8368, 12 p.Article
Monotonic axial behavior and modelling of RC circular columns confined with CFRPCHASTRE, Carlos; SILVA, Manuel A. G.Engineering structures. 2010, Vol 32, Num 8, pp 2268-2277, issn 0141-0296, 10 p.Article
Non-linear analytical model of composites based on basalt textile reinforced mortar under uniaxial tensionLARRINAGA, Pello; CHASTRE, Carlos; SAN-JOSE, Jose T et al.Composites. Part B, Engineering. 2013, Vol 55, pp 518-527, issn 1359-8368, 10 p.Article
Double shear tests to evaluate the bond strength between GFRP/concrete elementsBISCAIA, Hugo C; CHASTRE, Carlos; SILVA, Manuel A. G et al.Composite structures. 2012, Vol 94, Num 2, pp 681-694, issn 0263-8223, 14 p.Article
A smeared crack analysis of reinforced concrete T-beams strengthened with GFRP compositesBISCAIA, Hugo C; CHASTRE, Carlos; SILVA, Manuel A. G et al.Engineering structures. 2013, Vol 56, pp 1346-1361, issn 0141-0296, 16 p.Article
Numerical analysis of FRP anchorage zones with variable widthBISCAIA, Hugo C; MICAELO, Rui; TEIXEIRA, João et al.Composites. Part B, Engineering. 2014, Vol 67, pp 410-426, issn 1359-8368, 17 p.Article
Linear and nonlinear analysis of bond-slip models for interfaces between FRP composites and concreteBISCAIA, Hugo C; CHASTRE, Carlos; SILVA, Manuel A. G et al.Composites. Part B, Engineering. 2013, Vol 45, Num 1, pp 1554-1568, issn 1359-8368, 15 p.Article
Nonlinear numerical analysis of the debonding failure process of FRP-to-concrete interfacesBISCAIA, Hugo C; CHASTRE, Carlos; SILVA, Manuel A. G et al.Composites. Part B, Engineering. 2013, Vol 50, pp 210-223, issn 1359-8368, 14 p.Article