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International Concrete Abstracts Portal

Showing 1-5 of 15 Abstracts search results

Document: 

SP103-10

Date: 

September 1, 1987

Author(s):

R. Eligehausen

Publication:

Symposium Papers

Volume:

103

Abstract:

The behavior of metallic expansion anchors under monotonic loading is described on the basis of a large number of available test results. Expansion anchors loaded in tension will often fail in a rather brittle manner by pulling out a concrete cone. The co

DOI:

10.14359/1675


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: 

SP103-09

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


Document: 

SP103-14

Date: 

September 1, 1987

Author(s):

Julius G. Potyondy

Publication:

Symposium Papers

Volume:

103

Abstract:

A detailed research program in presented on cast-in-place anchorages in concrete. Single and multidowel units were tested under transverse loads with variable moment arms. The strain distribution along the embedded anchors was measured to determine the re

DOI:

10.14359/1701


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


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