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: Mechanical Properties of Superplasticized Fiber Reinforced Concrete Developed for Bridge Decks and Highway Pavements
Author(s): P. Balaguru and V. Ramakrishnan
Publication: Special Publication
Appears on pages(s): 563-584
Keywords: age-strength relation; compressive strength; fiber
reinforced concretes; flexural strength; impact strength; metal
Abstract:This paper presents the results of an experimental investigation of the properties of superplasticized fiber reinforced concrete. Essentially, two groups of specimens were tested; the first to study the relationship between compressive strength and modulus of rupture and the second to study time dependent behavior. Altogether, more than 70 mixture proportions were investigated. The first group of specimens was tested to obtain 28 day compressive strength and 28 day modulus of rupture. The second group of specimens was tested in compression, flexure and for impact resistance at 1, 3, 7, 28 and 90 days. Based on the experimental results, an empirical equation (similar to the one specified in the American Concrete Institute Code 318-83) is proposed, that relates 28 day compressive strength to the 28 day modulus of rupture. The results indicate that: (i) the flexural strength varies linearly with the logarithm of time, (ii) flexural strength gain with time is slower than compressive strength gain, (iii) higher cement content in combination with lower water-cement ratio results in higher early strengths, (iv) the toughness index slightly decreases with an increase in maturity, and (v) both first crack and ultimate impact resistance increase up to 28 days of maturity.
Click here to become an online Journal subscriber