| contributor author | Stephan A. Durham | |
| contributor author | Ernest Heymsfield | |
| contributor author | Jessie X. Jones | |
| date accessioned | 2017-05-08T21:37:11Z | |
| date available | 2017-05-08T21:37:11Z | |
| date copyright | August 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29cf%2E1943-5509%2E0000015.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57614 | |
| description abstract | Advancements in fiber-reinforced polymers (FRPs) have made this an attractive material for rehabilitation and strengthening of bridge superstructures. FRP has primarily been used with the intention of increasing the bending strength of bridge members. However, this paper investigates the use of externally placed FRP strips to increase shear capacity of short-span, | |
| publisher | American Society of Civil Engineers | |
| title | Retrofitting Precast Bridge Beams with Carbon Fiber-Reinforced Polymer Strips for Shear Capacity | |
| type | Journal Paper | |
| journal volume | 23 | |
| journal issue | 4 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000012 | |
| tree | Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 004 | |
| contenttype | Fulltext | |
