Biblioteca Digital

80 resultados para matlab push-off tests steel fiber reinforced concrete

A fracture-mechanics model for debonding of external fibre reinforced polymer plates on reinforced concrete beams

Relevância:

100.00% 100.00%

Publicador:

Shear strengthening of precracked reinforced concrete beams using CFRP straps

Relevância:

100.00% 100.00%

Publicador:

Nonlinear analysis of the fracture of reinforced concrete beams under time-dependant loading

Relevância:

100.00% 100.00%

Publicador:

Shear retrofitting of reinforced concrete beams using CFRP straps

Relevância:

100.00% 100.00%

Publicador:

The effect of inspection uncertainty on reinforced concrete bridge strength assessment

Relevância:

100.00% 100.00%

Publicador:

Initial cost considerations on the use of fibre reinforced plastics in reinforced concrete structures

Relevância:

100.00% 100.00%

Publicador:

Use of MRI technique to study concrete and FRP reinforced concrete behaviour

Relevância:

100.00% 100.00%

Publicador:

Proceedings of the 5th International Conference on Fibre-Reinforced Plastics for Reinforced Concrete Structures, FRPRCS-5, Cambridge, 16-18 July 2001 (in 2 volumes)

Relevância:

100.00% 100.00%

Publicador:

Analysis of FRP-reinforced concrete beam with aramid spirals as compression confinement

Relevância:

100.00% 100.00%

Publicador:

Review of deterioration models used to predict corrosion in reinforced concrete structures

Relevância:

100.00% 100.00%

Publicador:

Background to and developments in shear in reinforced concrete members

Relevância:

100.00% 100.00%

Publicador:

Experimental behavior of reinforced concrete beams strengthened with prestressed CFRP shear straps

Relevância:

100.00% 100.00%

Publicador:

A proposed empirical corrosion model for reinforced concrete

Relevância:

100.00% 100.00%

Publicador:

The assessment of reinforced concrete slabs

Relevância:

100.00% 100.00%

Publicador:

Nonlaminated FRP Strap Elements for Reinforced Concrete, Timber, and Masonry Applications

Relevância:

100.00% 100.00%

Publicador:

«
1
2
3
4
5
6
»