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.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Sheik Rashid Tower, 7th Floor
Dubai World Trade Center
Phone: +971 4 3097066
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: Dynamic Properties of Reinforced and Prestressed Concrete Structural Components
Author(s): M. L. James, G. M. Smith and L. D. Lutes
Publication: Journal Proceedings
Appears on pages(s): 1359-1382
Abstract:Sixteen concrete beams were subjected to sinusoidal exciting forces of varying magnitudes for the purpose of evaluating the flexural rigidity and internal damping properties. Experimental data were obtained for both reinforced and prestressed beams fabricated with Haydite aggregate and a siliceous aggregate. The percent of reinforcement was varied for the reinforced concrete beams. The studies indicated that: (a) Modulus of elasticity of the prestressed concrete made with siliceous aggregate was 20 to 30 percent higher than that of companion reinforced concrete beams. (b) Damping in reinforced and prestressed concrete beams was not viscous for small amplitudes of vibration. (c) Prestressed beams, with siliceous aggregate, showed much greater resistance to cracking than regular reinforced beams. (d) The effect of uniaxiol prestress on a concrete plate indicates that the modulus of elasticity in the direction of prestress in the plate was raised approximately 26 percent.
Click here to become an online Journal subscriber