Finite element computational modeling of externally bonded CFRP composites flexural behavior in RC beams
| Contribuinte(s) |
UNIVERSIDADE DE SÃO PAULO |
|---|---|
| Data(s) |
18/10/2012
18/10/2012
2009
|
| Resumo |
This paper focuses on the flexural behavior of RC beams externally strengthened with Carbon Fiber Reinforced Polymers (CFRP) fabric. A non-linear finite element (FE) analysis strategy is proposed to support the beam flexural behavior experimental analysis. A development system (QUEBRA2D/FEMOOP programs) has been used to accomplish the numerical simulation. Appropriate constitutive models for concrete, rebars, CFRP and bond-slip interfaces have been implemented and adjusted to represent the composite system behavior. Interface and truss finite elements have been implemented (discrete and embedded approaches) for the numerical representation of rebars, interfaces and composites. FAPESP[06/05843-2] FAPESP[04/03049-1] CNPq[304915/2005-0] CNPq[307051/2006-4] |
| Identificador |
COMPUTERS AND CONCRETE, v.6, n.3, p.187-202, 2009 1598-8198 |
| Idioma(s) |
eng |
| Publicador |
TECHNO-PRESS |
| Relação |
Computers and Concrete |
| Direitos |
closedAccess Copyright TECHNO-PRESS |
| Palavras-Chave | #reinforced concrete #CFRP #non-linear finite element analysis #flexural strengthening #Computer Science, Interdisciplinary Applications #Construction & Building Technology #Engineering, Civil #Materials Science, Characterization & Testing |
| Tipo |
article original article publishedVersion |
