In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Chat with Us Online Now
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Precast Concrete Decks for Slab-on-Girder Systems: A New Approach
Author(s): Aftab A. Mufti, Baidar Bakht, and John P. Newhook
Publication: Structural Journal
Appears on pages(s): 395-402
Keywords: bridge deck; concrete; corrosion; durability; precast; test
Abstract:Fiber-reinforced concrete (FRC) deck slabs without internal tensile reinforcement are also known as steel-free and corrosion-free deck slabs. The cast-in-place version of these slabs has already been applied to five highway bridges in Canada. This paper describes the significant design details of a 150 mm-thick precast steel-free deck slab supported on girders at a spacing of 3.5 m. The results of tests on full-scale models of the precast slab are also reported. It was found that the precast panels, made composite with the supporting beams, were able to sustain concentrated loads that were several times larger than the factored design loads. The experimental investigation included the study of the panel’s performance to sustain construction loads when it is not connected to the girders. This investigation led to an improved design of the panel, also reported in the paper. When a precast panel without any reinforcement was incorporated in a forestry bridge several years ago, it developed several wide cracks. While these cracks have not impaired the load-carrying capacity of the deck, it is now believed that unsightly wide cracks should be avoided by providing in the panel a crack-control grid of nominal reinforcement, either made of steel or of glass fiber-reinforced polymer (GFRP).
Click here to become an online Journal subscriber