| contributor author | Mark Nelson | |
| contributor author | Emir Beriker | |
| contributor author | Amir Fam | |
| date accessioned | 2017-05-08T22:26:51Z | |
| date available | 2017-05-08T22:26:51Z | |
| date copyright | August 2014 | |
| date issued | 2014 | |
| identifier other | 45314226.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80779 | |
| description abstract | This experimental study focuses on the design and spacing of splices of fiber-reinforced polymer (FRP) stay-in-place structural forms used in concrete bridge decks. The ribbed FRP panels, which span the gap between girders, are typically of limited width, and therefore are spliced by overlapping. A total of 23 auxiliary lap splice tension tests addressed various bond systems including adhesive and/or mechanical fasteners of various diameters and spacing. Seven scaled bridge deck systems were built with FRP panels of various widths, some with bonded splices and some with no bond at all at the overlap region. The study showed that using narrow FRP plates of small width-to-deck thickness ( | |
| publisher | American Society of Civil Engineers | |
| title | Splices of FRP Stay-in-Place Structural Forms in Concrete Bridge Decks | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 4 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000455 | |
| tree | Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004 | |
| contenttype | Fulltext | |