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
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: Effect of Steel Fiber for Crack Control in Concrete Slabs with Steel Deck Plates
Author(s): Hyeon-Jong Hwang, Hong-Gun Park, Geon-Ho Hong, Gap-Deug Kim, and Se-Jin Choi
Publication: Structural Journal
Appears on pages(s): 851-860
Keywords: continuous slab; cracking resistance; deck plate; micro steel fiber
Abstract:In the construction of concrete slabs using steel deck plates, top reinforcing bars are required at the interior supports to resist the negative moment or to restrain flexural cracking. However, such reinforcing bar work degrades constructibility and economy. In the present study, the use of steel fiber-reinforced concrete (SFRC) was studied to remove the need for on-site reinforcing bar work. To verify the effect of the steel-fiber reinforcement on crack control, flexural tests were performed for two-span composite and non-composite slabs. The major test parameters were the use of steel fiber, the types of steel deck plate, and the use of top bars. The test results showed that in the slab specimens with steel deck plates and steel fibers, the flexural stiffness and load-carrying capacities were significantly greater than those of the counterpart conventional reinforced concrete (RC) slab. Due to the high stiffness and strength of the slabs with steel deck plates and steel fibers, even without top bars, flexural cracking was successfully restrained under service loading.
Click here to become an online Journal subscriber