Biblioteca Digital

124 resultados para confinement, FRP, concrete, elliptical section, stress-strain behavior

A technique for deducing interfacial stresses from plate strain measurements in FRP or steel plated beams, keynote paper

Relevância:

40.00% 40.00%

Publicador:

Stresses in simple shear test specimens for steel or FRP-to-concrete bond strength: a 3D finite element study

Relevância:

40.00% 40.00%

Publicador:

A new bond strength model for FRP and steel plates attached to concrete

Relevância:

40.00% 40.00%

Publicador:

Chapter 5: Shear strengthening of reinforced concrete (RC) beams with fibre-reinforced polymer (FRP) Composites

Relevância:

40.00% 40.00%

Publicador:

Strength model for intermediate crack debonding in FRP-strengthened concrete members considering adjacent crack interaction

Relevância:

40.00% 40.00%

Publicador:

Theoretical model for IC debonding in FRP-strengthened concrete members

Relevância:

40.00% 40.00%

Publicador:

Finite Element Modelling of FRP-to-Concrete Bond Behaviour Using the Concrete Damage Plasticity Theory Combined with a Plastic Degradation Model

Relevância:

40.00% 40.00%

Publicador:

Anchorage strength models for FRP and steel plates bonded to concrete

Relevância:

40.00% 40.00%

Publicador:

Special Issue on bond behavior of externally bonded FRP reinforcement

Relevância:

40.00% 40.00%

Publicador:

Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members

Relevância:

40.00% 40.00%

Publicador:

Loading rate effect on FRP-to-concrete bond behaviour

Relevância:

40.00% 40.00%

Publicador:

Meso-Scale Modelling of FRP-to-Concrete Bond Behaviour Using LSDYNA

Relevância:

40.00% 40.00%

Publicador:

Theoretical analysis of FRP stress distribution in U jacketed RC beams

Relevância:

40.00% 40.00%

Publicador:

Theoretical analysis of stress distributions in FRP side-bonded to RC beams for shear strengthening

Relevância:

40.00% 40.00%

Publicador:

RC beams shear-strengthened with FRP: Stress distributions in the FRP reinforcement

Relevância:

40.00% 40.00%

Publicador:

«
1
2
3
4
5
6
7
8
9
»