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Study of the Bond Behavior of Concrete Beam Strengthened with NSM-CFRP
| Content Provider | Semantic Scholar |
|---|---|
| Author | Chikh, N. Merdas, Abdelghani Laraba, Abdelkrim Benzaid, Rajaa |
| Abstract | been used in recent years for the strengthening of reinforced concrete beams. It involves the insertion of strips or rods of carbon fibers reinforced polymers (CFRP) in grooves made previously in the concrete cover of corresponding surfaces, filled with epoxy adhesive for fixation. In order to characterize the laminate and rods to concrete bond behavior, an experimental work based on pullout-bending tests was carried out. The pullout load on the composite and the slip at the free and loaded ends were measured. The influences of the concrete strength, the type and the configuration of the reinforcement, and the embedded length on the bond behavior between the three materials (concrete, epoxy adhesive and CFRP) were evidenced and compared. |
| File Format | PDF HTM / HTML |
| Alternate Webpage(s) | http://www.iaeng.org/publication/WCE2013/WCE2013_pp1815-1820.pdf |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |
