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
The Near-Surface Mounted (NSM) technique with Fibre Reinforced Polymer (FRP) reinforcement as streng...
There are several bond performance tests that are commonly used for steel reinforcement in concrete ...
Bond between reinforcement and concrete highly affects the structural behaviour of reinforced concre...
In this paper the numerical FEM model developed to simulate the behaviour of the NSM strengthening...
This paper presents a numerical plane Finite Element (FE) model for use in simulating the behaviour ...
This paper presents a numerical plane Finite Element (FE) model for use in simulating the behaviour ...
A non-linear finite element model has been developed to analyse reinforced concrete structures takin...
Abstract The modeling of reinforced concrete structures has taken advantage of the increasing progre...
Bond modeling is quite a complex problem, since the constitutive laws of concrete, steel and their i...
grantor: University of TorontoThe stress transfer behavior between reinforcing steel and s...
The paper presents the results of experimental monotonic Single Shear Tests (SST) on concrete prisms...
In the recent past, experimental results of bond tests performed by several researchers on the perfo...
Current practice of FRP (Fibre Reinforced Polymer) RC (Reinforced Concrete) structures mainly takes ...
In the recent past, experimental results of bond tests performed by several researchers on the perfo...
This paper presents a new model for nonlinear analysis of reinforced concrete beam-columns with bond...
The Near-Surface Mounted (NSM) technique with Fibre Reinforced Polymer (FRP) reinforcement as streng...
There are several bond performance tests that are commonly used for steel reinforcement in concrete ...
Bond between reinforcement and concrete highly affects the structural behaviour of reinforced concre...
In this paper the numerical FEM model developed to simulate the behaviour of the NSM strengthening...
This paper presents a numerical plane Finite Element (FE) model for use in simulating the behaviour ...
This paper presents a numerical plane Finite Element (FE) model for use in simulating the behaviour ...
A non-linear finite element model has been developed to analyse reinforced concrete structures takin...
Abstract The modeling of reinforced concrete structures has taken advantage of the increasing progre...
Bond modeling is quite a complex problem, since the constitutive laws of concrete, steel and their i...
grantor: University of TorontoThe stress transfer behavior between reinforcing steel and s...
The paper presents the results of experimental monotonic Single Shear Tests (SST) on concrete prisms...
In the recent past, experimental results of bond tests performed by several researchers on the perfo...
Current practice of FRP (Fibre Reinforced Polymer) RC (Reinforced Concrete) structures mainly takes ...
In the recent past, experimental results of bond tests performed by several researchers on the perfo...
This paper presents a new model for nonlinear analysis of reinforced concrete beam-columns with bond...
The Near-Surface Mounted (NSM) technique with Fibre Reinforced Polymer (FRP) reinforcement as streng...
There are several bond performance tests that are commonly used for steel reinforcement in concrete ...
Bond between reinforcement and concrete highly affects the structural behaviour of reinforced concre...