Rotational stiffness of web-flange junctions of pultruded GFRP decks
Abstract
The rotational behavior of the web-flange junctions (WFJs) of a pultruded glass fiber-reinforced polymer (GFRP) bridge deck system with trapezoidal cell cross-sectional geometry was investigated. The rotational response of three WFJ types, in two bending moment directions each, was characterized. An experimental procedure based on three-point bending and cantilever experiments conducted on the web elements and simple analytical models was used....
Paper Details
Title
Rotational stiffness of web-flange junctions of pultruded GFRP decks
Published Date
Jun 1, 2017
Journal
Volume
140
Pages
373 - 389
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