Add to ORKGIn this paper the numerical FEM model developed to simulate the behaviour of the NSM strengthening system for concrete elements is presented. The plane model introduces the non linear bond law of the system by an interface element between the composite reinforcement and the concrete considered linear. The results of two experimental programs are analysed and used to calibrate the parameters of the bond shear-slip relationship by means the numerical model. The procedure is based on the inverse analysis of the experimental data in order to have the better fitting of the global pull-out load-displacement curves.(undefined
Pullout tests are often used to determine the optimal bond length (Le) between Fibre Reinforced Pol...
Bond between reinforcement and concrete highly affects the structural behaviour of reinforced concre...
This paper deals with the results of an experimental program to investigate on the bonding behavior...
This paper presents a numerical plane Finite Element (FE) Model for use in simulating the behaviour...
In this paper the numerical FEM model developed to simulate the behaviour of the NSM strengthening s...
This paper presents a numerical plane Finite Element (FE) model for use in simulating the behaviour ...
The Near-Surface Mounted (NSM) technique with Fibre Reinforced Polymer (FRP) reinforcement as streng...
In the recent past, experimental results of bond tests performed by several researchers on the perfo...
This paper presents a review of current knowledge on the bond behavior of fiber reinforced polymer (...
In the recent past, experimental results of bond tests performed by several researchers on the perfo...
An experimental program was carried out at the Laboratory of Structural Division of the Civil Engin...
Near-surface mounted (NSM) laminate strips of carbon fiber reinforced polymer (CFRP) is a promising ...
This paper introduces a numerical simulation tool using the Finite Element Method (FEM) for near-sur...
The main objective of the thesis is to study the bond behaviour of NSM FRP reinforcement in concrete...
Current practice of FRP (Fibre Reinforced Polymer) RC (Reinforced Concrete) structures mainly takes ...
Pullout tests are often used to determine the optimal bond length (Le) between Fibre Reinforced Pol...
Bond between reinforcement and concrete highly affects the structural behaviour of reinforced concre...
This paper deals with the results of an experimental program to investigate on the bonding behavior...
This paper presents a numerical plane Finite Element (FE) Model for use in simulating the behaviour...
In this paper the numerical FEM model developed to simulate the behaviour of the NSM strengthening s...
This paper presents a numerical plane Finite Element (FE) model for use in simulating the behaviour ...
The Near-Surface Mounted (NSM) technique with Fibre Reinforced Polymer (FRP) reinforcement as streng...
In the recent past, experimental results of bond tests performed by several researchers on the perfo...
This paper presents a review of current knowledge on the bond behavior of fiber reinforced polymer (...
In the recent past, experimental results of bond tests performed by several researchers on the perfo...
An experimental program was carried out at the Laboratory of Structural Division of the Civil Engin...
Near-surface mounted (NSM) laminate strips of carbon fiber reinforced polymer (CFRP) is a promising ...
This paper introduces a numerical simulation tool using the Finite Element Method (FEM) for near-sur...
The main objective of the thesis is to study the bond behaviour of NSM FRP reinforcement in concrete...
Current practice of FRP (Fibre Reinforced Polymer) RC (Reinforced Concrete) structures mainly takes ...
Pullout tests are often used to determine the optimal bond length (Le) between Fibre Reinforced Pol...
Bond between reinforcement and concrete highly affects the structural behaviour of reinforced concre...
This paper deals with the results of an experimental program to investigate on the bonding behavior...