One of the most effective approaches to improve the strength of steel structures is using the carbon fiber reinforced polymer (CFRP) as externally-bonded sheets. In this paper, a strain-based failure criterion, namely the critical normal strain (CNS) is employed to predict the failure load of adhesively bonded double strap joints which are made of CFRP and steel plates. According to this approach, the adhesive joint fails when the normal strain along the adhesive mid-line attains a critical value at a critical distance. This work is based on a two-dimensional linear elastic finite element analysis. Failure load capacities are estimated theoretically for steel/CFRP double strap joints with different bonding lengths. The predicted values of f...
Advanced composite materials offer remarkable potential in the strengthening of Civil Engineering st...
In recent years, the use of adhesively-bonded fibre-reinforced composite materials has attracted wid...
Existing bond-slip (τ-s) relations for fibre-reinforced polymer (FRP)-steel joints employ different ...
In the current study, the failure behavior of retrofitted steel structures was studied experimentall...
In the current study, the failure behavior of retrofitted steel structures was studied experimentall...
Strengthening of steel structures using externally-bonded carbon fibre reinforced polymers 'CFRP' is...
This paper describes a series of double strap shear tests loaded in tension to investigate the bond ...
Advanced composite materials offer remarkable potential in the upgrade of civil engineering structur...
In recent years, carbon fibre reinforced polymers (CFRP) have been growing in popularity for extern...
The use of adhesively-bonded CFRP laminates is a promising technique to strengthen steel structures ...
AbstractThis paper reports an experimental investigation into the effect of impact tensile loads on ...
This paper reports an experimental investigation into the effect of impact tensile loads on the bond...
In this paper, the debonding strength of axially loaded double shear lap specimens between steel pla...
The use of bolted or welded elements to upgrade metallic structures has been a common practice for m...
This paper presents an extensive experimental and numerical study on the behavior of CFRP/Steel adhe...
Advanced composite materials offer remarkable potential in the strengthening of Civil Engineering st...
In recent years, the use of adhesively-bonded fibre-reinforced composite materials has attracted wid...
Existing bond-slip (τ-s) relations for fibre-reinforced polymer (FRP)-steel joints employ different ...
In the current study, the failure behavior of retrofitted steel structures was studied experimentall...
In the current study, the failure behavior of retrofitted steel structures was studied experimentall...
Strengthening of steel structures using externally-bonded carbon fibre reinforced polymers 'CFRP' is...
This paper describes a series of double strap shear tests loaded in tension to investigate the bond ...
Advanced composite materials offer remarkable potential in the upgrade of civil engineering structur...
In recent years, carbon fibre reinforced polymers (CFRP) have been growing in popularity for extern...
The use of adhesively-bonded CFRP laminates is a promising technique to strengthen steel structures ...
AbstractThis paper reports an experimental investigation into the effect of impact tensile loads on ...
This paper reports an experimental investigation into the effect of impact tensile loads on the bond...
In this paper, the debonding strength of axially loaded double shear lap specimens between steel pla...
The use of bolted or welded elements to upgrade metallic structures has been a common practice for m...
This paper presents an extensive experimental and numerical study on the behavior of CFRP/Steel adhe...
Advanced composite materials offer remarkable potential in the strengthening of Civil Engineering st...
In recent years, the use of adhesively-bonded fibre-reinforced composite materials has attracted wid...
Existing bond-slip (τ-s) relations for fibre-reinforced polymer (FRP)-steel joints employ different ...