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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 14 Abstracts search results
Document:
SP22
Date:
January 1, 1969
Author(s):
Editor: J. Anthony Vilar / Sponsored by: ACI-BRI
Publication:
Symposium Papers
Volume:
22
Abstract:
SP22 Compiled under the dual sponsorship of ACI and the Building Research Institute, SP-22 covers research, design, and practical applications. Among fasteners discussed are those for precast wall panels, composite construction, precast prestressed members, and anchorage to concrete foundations. Coverage includes rock bolts, powder actuated fasteners, stud shear connectors, anchor bolts grouted in drilled holes, and anchorages set in place before concrete is cast.
DOI:
10.14359/14075
SP22-04
J.E. Francis
Performance characteristics of powder driven fastners installed in hardened concrete ranging in age from 30 ywars to 30 days indicate that failure in both shear and tension is apparently the direct results of frequent misapplication.
10.14359/17553
SP22-05
Rowland J. Kopf
Advantages of explosive driven fastenings in concrete, their application, energy sources, design prinicples and mechanics of the connections are presented. Influencing factors such as aggregate and compressive strength are discussed and supported by test data reduced to simple graphs. Tables describe recommended safe working loads in shear, tension and reistance to vibration. . .The conclusions support the economy and portability of such systems.
10.14359/17554
SP22-06
Rayomnd Perreault
In selecting the best anchoring device for the steel rails of the Montreal subway system a number of critical factors were considered, including resistance to the pulling force, resistance to displacement, early strength, stability, ease of installation, cost and adaptability to the project.
10.14359/17555
SP22-13
John J. White
In this paper achorages of engineered structures to concrete and other foundations are treated as arrangements for exerting restraint through resistance to stresses in shear, tension, and compression.
10.14359/17562
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