Add to ORKGThis 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
Abstract- Location of CFRP plate, as a mode of failure, is one of the major limitations when using e...
WOS: 000393787200006In this study, behavior of reinforced concrete (RC) beams retrofitted using carb...
Abstract: Deteriorating and damage of some structural elements influence negatively their strength a...
This paper focuses on the flexural behavior of RC beams externally strengthened with Carbon Fiber Re...
This paper focuses on the flexural behavior of RC beams externally strengthened with Carbon Fiber Re...
This paper focuses on the flexural behavior of RC beams externally strengthened with Carbon Fiber Re...
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)63187202Fundação de Amparo à Pes...
Aging of reinforced concrete structures is of major concern, and strengthening these structures, usi...
The development of finite element (FE) software and comprehensive constitutive laws made the simulat...
Synopsis: In this paper, non-linear finite element modelling of debonding failure of rectangular re...
This paper presents a finite element analysis which is validated against laboratory tests of eight b...
In this paper, non-linear finite element modelling of debonding failure of rectangular reinforced-co...
The use of Carbon Fiber Reinforced Polymers (CFRP) to strengthen reinforced concrete beams under ben...
The use of Carbon Fiber Reinforced Polymers (CFRP) to strengthen reinforced concrete beams under ben...
Location of CFRP plate, as a mode of failure, is one of the major limitations when using externally ...
Abstract- Location of CFRP plate, as a mode of failure, is one of the major limitations when using e...
WOS: 000393787200006In this study, behavior of reinforced concrete (RC) beams retrofitted using carb...
Abstract: Deteriorating and damage of some structural elements influence negatively their strength a...
This paper focuses on the flexural behavior of RC beams externally strengthened with Carbon Fiber Re...
This paper focuses on the flexural behavior of RC beams externally strengthened with Carbon Fiber Re...
This paper focuses on the flexural behavior of RC beams externally strengthened with Carbon Fiber Re...
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)63187202Fundação de Amparo à Pes...
Aging of reinforced concrete structures is of major concern, and strengthening these structures, usi...
The development of finite element (FE) software and comprehensive constitutive laws made the simulat...
Synopsis: In this paper, non-linear finite element modelling of debonding failure of rectangular re...
This paper presents a finite element analysis which is validated against laboratory tests of eight b...
In this paper, non-linear finite element modelling of debonding failure of rectangular reinforced-co...
The use of Carbon Fiber Reinforced Polymers (CFRP) to strengthen reinforced concrete beams under ben...
The use of Carbon Fiber Reinforced Polymers (CFRP) to strengthen reinforced concrete beams under ben...
Location of CFRP plate, as a mode of failure, is one of the major limitations when using externally ...
Abstract- Location of CFRP plate, as a mode of failure, is one of the major limitations when using e...
WOS: 000393787200006In this study, behavior of reinforced concrete (RC) beams retrofitted using carb...
Abstract: Deteriorating and damage of some structural elements influence negatively their strength a...