| contributor author | Moataz Badawi | |
| contributor author | Khaled Soudki | |
| date accessioned | 2017-05-08T21:31:13Z | |
| date available | 2017-05-08T21:31:13Z | |
| date copyright | October 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291090-0268%282009%2913%3A5%28415%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54599 | |
| description abstract | This paper presents experimental results of reinforced concrete beams strengthened using near-surface mounted (NSM) carbon fiber-reinforced polymer (CFRP) reinforcement. A total of nine beam specimens were tested under fatigue loads. In addition, two specimens were tested for monotonic capacity. The beams were 3,500 mm long with a cross section of 254 mm deep by 152 mm wide. Different load ranges were considered in the fatigue tests to construct the fatigue life curves. The test results showed that under monotonic loading, the beam strengthened with NSM CFRP rod exhibited increases of 26 and 50% in the yield and ultimate load over the control beam, respectively. Under cyclic loading, the fatigue life for the strengthened beams was 24% higher than that of the control unstrengthened beams. An analytical model using sectional analysis and strain-life approach was developed to estimate the fatigue life of the specimens at various cyclic load ranges. A good agreement between the experimental results and analytical prediction of the fatigue life was obtained. | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Behavior of RC Beams Strengthened with NSM CFRP Rods | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2009)13:5(415) | |
| tree | Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 005 | |
| contenttype | Fulltext | |
