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International Concrete Abstracts Portal

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


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: 

SP103-05

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: 

SP103-14

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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