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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: 

SP103-04

Date: 

September 1, 1987

Author(s):

H. Bode and K. Roik

Publication:

Symposium Papers

Volume:

103

Abstract:

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

DOI:

10.14359/1671

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: 

SP103-08

Date: 

September 1, 1987

Author(s):

Edwin G. Burdett, Teresa C. Perry, and Raymond R. Funk

Publication:

Symposium Papers

Volume:

103

Abstract:

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

DOI:

10.14359/1674

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

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