This paper presents a method for determining the interfacial stresses in an adhesive joint between a strengthening plate and a functionally graded beam. The beam is assumed to be isotropic with a constant poisson’s ratio. The present method is based on the deformation compatibility principle taking into account the neutral axis position of the FG beam. A power law for the distribution of the mechanical characteristic with a uniform and non-uniform porosity distribution is presented. A parametric study is presented to show the effect of some parameters on the distribution of stresses in the adhesive joint between the plat and the beam
AbstractIn this paper, an improved theoretical interfacial stress analysis is presented for simply s...
Fibre-reinforced plastic (FRP) or steel plates can be bonded to the soffit of a beam as a means of r...
International audienceThe interest in functionally graded adhesive (FGA) joints has been increasing ...
This paper presents a method for determining the interfacial stresses in an adhesive joint between a...
Extensive research has shown that bonding a thin plate to the tension face of a beam can significant...
To attain a suitable strengthening system for concrete structures, adequate stress distribution betw...
A new popular method for retrofitting reinforced concrete beams and slabs is to bond fiber-reinforce...
This paper presents an improved solution for interfacial stresses in a concrete beam bonded with a s...
International audienceBonded fibre reinforced polymers (FRP) have been found to be an efficient meth...
This paper presents an improved solution for interfacial stresses in a concrete beam bonded with a s...
Externally bonded fibre-reinforced polymer (FRP) composites can be applied to strengthen and repair ...
A two-dimensional analytic solution based on linear elasticity theory is used to investigate the eff...
International audience– Functionally graded adhesive (FGA) joints involve a continuous variation of ...
Metallic construction materials can be strengthened relatively easily and effectively with externall...
Bonding a fibre reinforced polymer (FRP) composite or metallic plate to the soffit of a reinforced c...
AbstractIn this paper, an improved theoretical interfacial stress analysis is presented for simply s...
Fibre-reinforced plastic (FRP) or steel plates can be bonded to the soffit of a beam as a means of r...
International audienceThe interest in functionally graded adhesive (FGA) joints has been increasing ...
This paper presents a method for determining the interfacial stresses in an adhesive joint between a...
Extensive research has shown that bonding a thin plate to the tension face of a beam can significant...
To attain a suitable strengthening system for concrete structures, adequate stress distribution betw...
A new popular method for retrofitting reinforced concrete beams and slabs is to bond fiber-reinforce...
This paper presents an improved solution for interfacial stresses in a concrete beam bonded with a s...
International audienceBonded fibre reinforced polymers (FRP) have been found to be an efficient meth...
This paper presents an improved solution for interfacial stresses in a concrete beam bonded with a s...
Externally bonded fibre-reinforced polymer (FRP) composites can be applied to strengthen and repair ...
A two-dimensional analytic solution based on linear elasticity theory is used to investigate the eff...
International audience– Functionally graded adhesive (FGA) joints involve a continuous variation of ...
Metallic construction materials can be strengthened relatively easily and effectively with externall...
Bonding a fibre reinforced polymer (FRP) composite or metallic plate to the soffit of a reinforced c...
AbstractIn this paper, an improved theoretical interfacial stress analysis is presented for simply s...
Fibre-reinforced plastic (FRP) or steel plates can be bonded to the soffit of a beam as a means of r...
International audienceThe interest in functionally graded adhesive (FGA) joints has been increasing ...