@inproceedings{1c7a6c8aa1b14062bcd8d4c86e69d1cb,
title = "Static behavior of hybrid FRP-concrete multi-cell bridge superstructure",
abstract = "In this study, the concept of the hybrid FRP-concrete design was exploited in a new type of bridge super-structure. The proposed bridge consists of glass fiber reinforced polymer (GFRP) box sections with a thin layer of concrete. This paper presents results from the experimental study on a scale bridge model as well as the finite element analyses. In the experiment, the scale model was subjected to quasi-static and fatigue loadings. The test results showed that the proposed bridge meets the stiffness requirement and has significant reserve strength. Stiffness degradation after 2 × 106 load cycles was found to be insignificant. The finite element analyses were able to accurately predict responses of the scale model under quasi-static loadings very well.",
author = "Yasuo Kitane and Aref, \{Amjad J.\} and Lee, \{George C.\}",
year = "2004",
language = "English",
isbn = "0784407002",
series = "Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future",
pages = "43--50",
editor = "G.E. Blandford and G.E. Blandford",
booktitle = "Proceedings of the 2004 Structures Congress - Building on the Past",
note = "Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future ; Conference date: 22-05-2004 Through 26-05-2004",
}