TRB Pubsindex
Text Size:

Title:

DURABILITY OF COMPOSITE REINFORCEMENT FOR TIMBER BRIDGES

Accession Number:

00789729

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Find a library where document is available


Order URL: http://worldcat.org/isbn/0309071224

Abstract:

Fiber-reinforced polymeric (FRP) composites are materials that are increasing in use in civil engineering applications. Despite the excellent mechanical properties and corrosion resistance offered by these organic matrix materials, their susceptibility to the synergistic effects of stress and environmental weathering hinders their widespread acceptance in civil engineering. The durability of a specific formulation of wood-compatible, pultruded, E-glass-phenolic composite is characterized. This composite is unique because its layered structure and void content make it compatible with standard structural wood adhesives. The durability of this wood-compatible FRP reinforcement cannot be directly determined from published work on the durability of E-glass composites because of its unique design. A durability test matrix was generated according to specifications and test standards from the International Conference of Building Officials Evaluation Service, Inc., and from the California Department of Transportation. Physical and mechanical properties that were used as indicators of degradation mechanisms and that applied to the bridge environment included tensile behavior, interlaminar shear strength, void content, and glass-transition temperature. Environmental testing involved exposure to various storage media, such as moisture, saline solutions, and calcium carbonate, followed by mechanical testing. Other exposure treatments included dry heat, cyclic freeze-thaw, accelerated weathering, and natural weathering. In addition to the strength-retention determination after environmental conditioning, control and exposed specimens were examined visually with optical and scanning electron microscopy to determine surface changes and their effect on failure and fracture modes.

Supplemental Notes:

This paper appears in Transportation Research Record No. 1696, Fifth International Bridge Engineering Conference, April 3-5, 2000, Tampa, Florida, Volume 2. The revised name of this series is Transportation Research Record: Journal of the Transportation Research Board.

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Battles, E P
Dagher, H J
Abdel-Magid, B

Pagination:

p. 131-135

Publication Date:

2000

Serial:

Transportation Research Record

Issue Number: 1696
Publisher: Transportation Research Board
ISSN: 0361-1981

Conference:

Fifth International Bridge Engineering Conference

Location: Tampa, Florida
Date: 2000-4-3 to 2000-4-5
Sponsors: Transportation Research Board; Federal Highway Administration; American Association of State Highway and Transportation Officials; and Florida Department of Transportation.

ISBN:

0309071224

Features:

Figures (2) ; References (15) ; Tables (7)

Uncontrolled Terms:

Subject Areas:

Bridges and other structures; Design; Geotechnology; Highways; Materials; I24: Design of Bridges and Retaining Walls; I35: Miscellaneous Materials

Files:

TRIS, TRB, ATRI

Created Date:

Mar 8 2000 12:00AM