Thermal Compatibility and Durability of Wearing Surfaces on GFRP Bridge Decks |
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Authors: | Prapun Wattanadechachan Riyad Aboutaha Osman Hag-Elsafi Sreenivas Alampalli |
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Affiliation: | 1Graduate Research Assistant, Dept. of Civil Engineering, Syracuse Univ., 006 Hinds Hall, Syracuse, NY 13244. E-mail: prapunw@gmail.com 2Associate Professor, Dept. of Civil and Environmental Engineering, Syracuse Univ., 255 Links Hall, Syracuse, NY 13244. E-mail: rsabouta@syr.edu 3Acting Head of Structures Research, Research Bureau, New York State Dept. of Transportation, 50 Wolf Rd., POD 34, Albany, NY 12232. E-mail: ohag-elsafi@dot.state.ny.us 4Director, Bridge Program and Evaluation Services Bureau, New York State Dept. of Transportation, 50 Wolf Rd., Albany, NY 12232. E-mail: salampalli@dot.state.ny.us.
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Abstract: | The paper investigates thermal compatibility between wearing surface (WS) materials and glass fiber reinforced polymer (GFRP) bridge decks, and proposes a more durable hybrid WS system for GFRP decks. Wearing surface delamination problems observed on many existing GFRP bridge decks motivated the investigation and the search for a durable WS material that could alleviate the problems. Several WS materials were bonded to GFRP panels, with and without surface preparation, and tested under various environmental conditions. In addition to the standard ASTM C884 method, the testing program included two new methods for thermal compatibility testing to reflect the in-service conditions of WSs on GFRP bridge decks. The proposed methods were developed to account for the influence of freeze–thaw–heat and submerge–freeze cycles on thermal compatibility and durability. The investigation concluded that a hybrid WS system, consisting of two-layered WS materials, has the best bond quality. Applied directly on top of a GFRP deck, the top layer of the hybrid WS system had the best tire resistance, forming a nonskid riding surface. |
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Keywords: | Fiber reinforced polymers Thermal factors Bridge decks Bridges, composite |
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