International Concrete Abstracts Portal

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


Document: 

SP103-07

Date: 

September 1, 1987

Author(s):

L. D. Noble, M. J. Meyer, and G. L. Koci

Publication:

Symposium Papers

Volume:

103

Abstract:

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

DOI:

10.14359/1673


Document: 

SP103-03

Date: 

September 1, 1987

Author(s):

L. Elfgren, C. Broms, K. Cederwall, and K. Gylltoft

Publication:

Symposium Papers

Volume:

103

Abstract:

Three areas of special interest to a designer are presented from a research project on anchor bolts. The areas are: a comparison between drilled holes and conical recesses; shrinkage and creep of grouts; and the positive influence of prestressing on bolts

DOI:

10.14359/1721


Document: 

SP103-05

Date: 

September 1, 1987

Author(s):

Frank G. Schwarz

Publication:

Symposium Papers

Volume:

103

Abstract:

The paper discusses the results of a test program comprised of 60 tensile tests of wedge-type expansion anchors installed in uncracked concrete. Typical anchor performance is analyzed during the installation, intermediate loading, and ultimate failure sta

DOI:

10.14359/1722


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


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