Shear capacity of reinforced concrete members strengthened in shear with FRP by using strut-and-tie models and genetic algorithms

Composites Part B: Engineering

Volumn 40, Issue 8, 2009, Pages 714-726

  Perera, Ricardo ^a   Vique, Javier ^a   Arteaga, Angel ^b   Diego, Ana De ^b  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

^b INSTITUTO DE CIENCIAS DE LA CONSTRUCCIÓN EDUARDO TORROJA   (Spain)

Author keywords

A. Polymer matrix composites; B. Debonding; B. Strength; C. Computational modelling

Indexed keywords

A. POLYMER-MATRIX COMPOSITES; AUTOMATIC PROCEDURES; COMPUTATIONAL MODELLING; DESIGN PROPOSAL; EXPERIMENTAL DATA; EXTERNALLY BONDED; FAILURE MECHANISM; FIBRE REINFORCED POLYMERS; OPTIMAL CONFIGURATIONS; OPTIMIZATION PROBLEMS; PHYSICAL REALITY; RC BEAMS; RC STRUCTURE; REINFORCED CONCRETE BEAMS; REINFORCED CONCRETE MEMBER; SHEAR CAPACITY; SHEAR STRENGTHENING; STRENGTHENED BEAMS; STRUT-AND-TIE; STRUT-AND-TIE MODEL;

BUILDING MATERIALS; CONCRETE BUILDINGS; DEBONDING; FIBER REINFORCED PLASTICS; OPTIMIZATION; PLATES (STRUCTURAL COMPONENTS); POLYMER MATRIX COMPOSITES; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; STRUTS;

SHEAR STRENGTH;

EID: 71249151524     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2009.06.008     Document Type: Article

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