| contributor author | Hayder A. Rasheed | |
| contributor author | Kyle H. Larson | |
| contributor author | Robert J. Peterman | |
| date accessioned | 2017-05-08T21:30:54Z | |
| date available | 2017-05-08T21:30:54Z | |
| date copyright | October 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0268%282006%2910%3A5%28419%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54395 | |
| description abstract | Controlling the prestressing strand-stress range in precracked prestressed concrete girders is critical in the FRP strengthening process to avoid long-term fatigue failures. This paper will address the details of a design procedure that was developed to satisfy target-strengthening requirements while imposing stress range serviceability limits. Two main CFRP flexural strengthening designs were established for use in the experimental program herein. In the first, the amount of CFRP was designed to limit the average strand-stress range to | |
| publisher | American Society of Civil Engineers | |
| title | Analysis and Design Procedure for FRP-Strengthened Prestressed Concrete T-Girders Considering Strength and Fatigue | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2006)10:5(419) | |
| tree | Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 005 | |
| contenttype | Fulltext | |
