This paper deals with the influence of an external CFRP-reinforcement on the time dependent behaviour of flexural concrete beams. For this purpose, four reinforced concrete beams are tested in relaxation under three-point bending. Three of the four are strengthened with a composite plate bonded to t
Experimental and numerical study of reinforced concrete specimens strengthened with composite plates
✍ Scribed by Mickael Muller; Evelyne Toussaint; Jean-François Destrebecq; Michel Grédiac
- Book ID
- 116377857
- Publisher
- Elsevier Science
- Year
- 2004
- Tongue
- English
- Weight
- 450 KB
- Volume
- 35
- Category
- Article
- ISSN
- 1359-835X
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