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 15 Abstracts search results
Document:
SP103-06
Date:
September 1, 1987
Author(s):
Ronald D. Guthrie, Raymound R. Funk, andEdwin G. Burdette
Publication:
Symposium Papers
Volume:
103
Abstract:
Steel embedments are utilized to transmit load from equipment, piping systems, cable trays, and similar apparatuses into reinforced concrete structures. The types of embedments or anchors may be postinstalled--such as expansion shell, wedge, undercut, and
DOI:
10.14359/1672
SP103-01
Tony C. Liu and Terence C. Holland
The paper presents the results of laboratory and field dowel pullout tests and shear transfer tests. These tests were conducted to evaluate the pullout performance of dowels and the influence of dowel spacing on the load-carrying capacity of the replaceme
10.14359/1670
SP103-02
C.Y. Lin
This exploratory study was to investigate the feasibility of using friction-type connections in precast concrete construction. Tests were conducted to study the relationship between the friction capacity of precast concrete contact surfaces and general de
10.14359/1720
SP103-12
Neil M. Hawkins
Results are reported of tests to failure in either shear or tension of 27 cast-in-place anchor bolts. Variables included bolt size, embedment depth, thickness, and diameter of washers inserted beneath bolt heads, size of concrete specimen, and concrete st
10.14359/1677
SP103-08
Edwin G. Burdett, Teresa C. Perry, and Raymond R. Funk
Tests were performed on undercut anchors to determine their capacity under various combinations of static and dynamic loading. The anchors were set in holes that had been undercut or belled out by a second drilling operation. In the process of setting an
10.14359/1674
Results Per Page 5 10 15 20 25 50 100