| contributor author | G. Ramos | |
| contributor author | J. R. Casas | |
| contributor author | A. Alarcón | |
| date accessioned | 2017-05-08T21:30:55Z | |
| date available | 2017-05-08T21:30:55Z | |
| date copyright | December 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0268%282006%2910%3A6%28509%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54407 | |
| description abstract | This work presents the results of an experimental research program, carried out at the Technical University of Catalonia, to study the debonding behavior of carbon fiber-reinforced polymers (CFRPs) used to strengthen beams in bending. The research is a part of a program that aims to study the strengthening of concrete bridges (both monolithic and segmental) using CFRPs. The overall objective of this paper is to present the results obtained from bond tests performed on material-scale specimens and full-scale tests performed on monolithic and segmental beams. A normalized test is proposed to obtain a more reliable estimate of the debonding strain of CFRPs, which may govern the design of CFRP-strengthened concrete structures. The test is proposed to supplement available design models, as the formula of | |
| publisher | American Society of Civil Engineers | |
| title | Normalized Test for Prediction of Debonding Failure in Concrete Elements Strengthened with CFRP | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 6 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2006)10:6(509) | |
| tree | Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006 | |
| contenttype | Fulltext | |
