Email Address is required Invalid Email Address
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
Learn More
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.
Staff Directory
ACI World Headquarters 38800 Country Club Dr. Farmington Hills, MI 48331-3439 USA Phone: 1.248.848.3800 Fax: 1.248.848.3701
ACI Middle East Regional Office Second Floor, Office #207 The Offices 2 Building, One Central Dubai World Trade Center Complex Dubai, UAE Phone: +971.4.516.3208 & 3209
ACI Resource Center Southern California Midwest Mid Atlantic
Feedback via Email Phone: 1.248.848.3800
ACI Global Home Middle East Region Portal Western Europe Region Portal
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.
Showing 1-5 of 18 Abstracts search results
Document:
SP40-17
Date:
January 1, 1973
Author(s):
Wai-Chen and Einai - Dahl Jorgensen
Publication:
Symposium Papers
Volume:
40
Abstract:
This experiment was designed to investigate some of the structural properties of polymer modified concrete. 3x6 in (7.6x15.2 cm) cylindrical specimens were prepared and tested in simple compression and split tension to obtain the entire stress-strain relationship for this concrete.
DOI:
10.14359/17398
SP40-16
R.A.V. Raff and Helen Austin
Polymer cement concretes prepared by substituting at least 20 percent of expoxy resin for cement into ordinary Portland cement concrete mixes showed increased compressive strengths. The addition of flyash to the epoxy cement mixes increased the compressive strength further. Preliminary tests indicated that the presence of the epoxy resin does not inhibit the hydration of the Portland cement.
10.14359/17397
SP40-15
Shigeyuki Akihama, Hiroshi Morita, Shiego Watanabe, and Hiroshi Chida
It was found that strain at maximum compressive and tensile stress of polymer-modified concrete became steadily greater with the increasing polymer content . .Experiments were carried out with shear walls made of the polymer-modified concrete in order to examine the improvement of ductility and toughness under the shear force.
10.14359/17396
SP40-14
James Lott, Dan Naus, and Paul Howdyshell
Composite beams consisting of reinforced concrete and a layer or cap of polyester concrete in the region of high compressive stress are tested and evaluated.
10.14359/17395
SP40-13
Y. Ohama
Polyester resin concrete is a type of concrete that is prepared by binding aggregate with polyester resin (as a binder) without inorganic cements. The mix proportion of polyester resin concrete and a discussion on the properties of this concrete.
10.14359/17394
Results Per Page 5 10 15 20 25 50 100