contributor author | Fabio Matta | |
contributor author | Antonio Nanni | |
date accessioned | 2017-05-08T21:25:50Z | |
date available | 2017-05-08T21:25:50Z | |
date copyright | January 2009 | |
date issued | 2009 | |
identifier other | %28asce%291084-0702%282009%2914%3A1%2866%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51172 | |
description abstract | The use of fiber-reinforced polymer (FRP) reinforcement is a practical alternative to conventional steel bars in concrete bridge decks, safety appurtenances, and connections thereof, as it eliminates corrosion of the steel reinforcement. Due to their tailorability and light weight, FRP materials also lend themselves to the development of prefabricated systems that improve constructability and speed of installation. These advantages have been demonstrated in the construction of an off-system bridge, where prefabricated cages of glass FRP bars were used for the open-post railings. This paper presents the results of full-scale static tests on two candidate post–deck connections to assess compliance with strength criteria at the component (connection) level, as mandated by the | |
publisher | American Society of Civil Engineers | |
title | Connection of Concrete Railing Post and Bridge Deck with Internal FRP Reinforcement | |
type | Journal Paper | |
journal volume | 14 | |
journal issue | 1 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2009)14:1(66) | |
tree | Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 001 | |
contenttype | Fulltext | |