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International Concrete Abstracts Portal

Showing 1-5 of 15 Abstracts search results

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: 

SP103-15

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: 

SP103-02

Date: 

September 1, 1987

Author(s):

C.Y. Lin

Publication:

Symposium Papers

Volume:

103

Abstract:

This exploratory study was to investigate the feasibility of using friction-type connections in precast concrete construction. Tests were conducted to study the relationship between the friction capacity of precast concrete contact surfaces and general de

DOI:

10.14359/1720


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: 

SP103-10

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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