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Title:

INVESTIGATION OF FIBER-REINFORCED CONCRETE FOR USE IN TRANSPORTATION STRUCTURES

Accession Number:

00740640

Record Type:

Component

Availability:

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Order URL: http://worldcat.org/isbn/0309059739

Abstract:

Results are presented of a laboratory investigation to determine the properties of fiber-reinforced concretes (FRCs) with steel (hooked-end), polypropylene (monofilament and fibrillated), and the recently introduced polyolefin fibers (monofilament) for application in pavements and bridge deck overlays. Concrete properties in the unhardened and hardened states were evaluated and compared. Although the ultimate splitting tensile strength, compressive strength, and first-crack strength were higher in most of the FRCs, when strength values were adjusted for changes in air content, only a few batches had higher strengths. The addition of fibers resulted in great improvements in flexural toughness and impact resistance. Three FRC pavement overlays were applied in Virginia in 1995. The FRCs used in the projects were similar to those used in the laboratory investigation, with similar fiber volumes, types, and sizes. To implement the findings of the study successfully, the performance of the FRC pavement overlays is being monitored.

Supplemental Notes:

This paper appears in Transportation Research Record No. 1574, Advances in Concrete and Concrete Pavement Construction.

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Ozyildirim, C
Moen, C
Hladky, S

Pagination:

p. 63-70

Publication Date:

1997

Serial:

Transportation Research Record

Issue Number: 1574
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

0309059739

Features:

Figures (8) ; Photos (1) ; References (14) ; Tables (6)

Old TRIS Terms:

Subject Areas:

Design; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces; I32: Concrete

Files:

TRIS, TRB, ATRI

Created Date:

Sep 8 1997 12:00AM

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