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: Steel-fibre-reinforced concrete elevated suspended slabs: Design cases in Europe and the USA
Author(s): Xavier Destrée
Publication: Special Publication
Appears on pages(s): 409-418
Keywords: Steel fibre, elevated, structural, suspended, slabs.
Abstract:The structural use of steel-fibre reinforcement has been used as a method of reinforcement of both ground suspended slabs supported by a grid of piles and elevated slabs. About 15 million square metres (circa 165 million sq. ft) of these ground suspended slabs, and about 100 buildings including these suspended elevated slabs, have been successfully completed so far, so that the latter is still considered by the ACI to be an emerging technology. Typical applications are warehouses, plants, offices, and condominium buildings, as well as towers and sport arenas. The span-to-depth ratio is in general higher than 10 and smaller than 30. The paper summarizes the practical suitable design method used in the real cases of one elevated suspended slab reinforced with steel fibres and structural integrity rebars in Spain and another one being a ground suspended slab reinforced only with steel fibres in the USA.
Click here to become an online Journal subscriber