@inproceedings{6f21de12080a43d59f4bb77a8a5e153b,
title = "Static behavior of hybrid FRP-concrete bridge superstructure",
abstract = "In this study, the concept of the hybrid FRP-concrete design was exploited in a new type of bridge superstructure system. The proposed hybrid superstructure was designed as a simply supported, single-span, one-lane bridge with a span of 10 m. The bridge superstructure consists of two bridge decks and each deck is comprised of four fiber reinforced polymer (FRP) box sections combined with a thin layer of concrete in the compression zone. This new design was proposed to reduce the initial costs and increase the stiffness of FRP composite structure. This paper presents the results from the experimental study on a one-third scale model of the hybrid FRP-concrete bridge superstructure. The scale model was subjected to four-points loading to simulate the truck load. The test results indicate that the proposed bridge model meets the stiffness requirement and has significant reserve strength.",
keywords = "Bridge deck, Bridge superstructure, Concrete, FRP, Hybrid structure",
author = "Wang, \{Y. L.\} and Hao, \{Q. D.\} and Ou, \{J. P.\}",
note = "Publisher Copyright: {\textcopyright} 2007 International Institute for FRP in Construction; 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007 ; Conference date: 12-12-2007 Through 14-12-2007",
year = "2007",
language = "英语",
series = "Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007",
publisher = "International Institute for FRP in Construction (IIFC)",
pages = "1087--1092",
editor = "Smith, \{Scott T.\}",
booktitle = "Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007",
}