| contributor author | M. Tavakkolizadeh | |
| contributor author | H. Saadatmanesh | |
| date accessioned | 2017-05-08T20:58:35Z | |
| date available | 2017-05-08T20:58:35Z | |
| date copyright | February 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9445%282003%29129%3A2%28186%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33994 | |
| description abstract | Fatigue sensitive details in aging steel girders is one of the common problems that structural engineers are facing today. The design characteristics of steel members can be enhanced significantly by epoxy bonding carbon fiber reinforced polymers (CFRP) laminates to the critically stressed tension areas. This paper presents the results of a study on the retrofitting of notched steel beams with CFRP patches for medium cycle fatigue loading | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Strength of Steel Girders Strengthened with Carbon Fiber Reinforced Polymer Patch | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2003)129:2(186) | |
| tree | Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 002 | |
| contenttype | Fulltext | |