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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:
SP103-15
Date:
September 1, 1987
Author(s):
Edwin g. Burdette, Teresa C. Perry, and Raymond R. Funk
Publication:
Symposium Papers
Volume:
103
Abstract:
Tests to measure load relaxation were performed on embedded A307 bolts, grouted A307 bolts, wedge bolts, and undercut anchors. The data on undercut anchors included tests on bolts of five sizes, and the tests were generally of longer duration than
DOI:
10.14359/1640
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
SP103-04
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
SP103-06
Ronald D. Guthrie, Raymound R. Funk, andEdwin G. Burdette
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
10.14359/1672
SP103-07
L. D. Noble, M. J. Meyer, and G. L. Koci
Present nuclear power plant design methods require that Seismic Category I pipe supports consider plate flexibility in determining the loading of expansion anchor bolts. Base plate flexibility has been determined to cause significant unequal loading when
10.14359/1673
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