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
Feedback via Email Phone: 1.248.848.3800
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:
SP103-09
Date:
September 1, 1987
Author(s):
E. Cziesielski and M. Friedmann
Publication:
Symposium Papers
Volume:
103
Abstract:
Forces are frequently transferred across the joints between precast reinforced concrete members through anchorages composed of embedded steel plates and concrete anchors. The purpose of this paper is to present the results of an investigation into problem
DOI:
10.14359/1723
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
SP103-08
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
SP103-04
H. Bode and K. Roik
During the last years, additional pullout tests have been carried out at Bochum University in West Germany with headed studs loaded in pure tension or combined tension and shear and then embedded in normal-weight concrete. From these tests, empirical desi
10.14359/1671
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
Results Per Page 5 10 15 20 25 50 100
Please enter this 5 digit unlock code on the web page.