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International Concrete Abstracts Portal

Showing 1-5 of 15 Abstracts search results

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: 

SP103-05

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: 

SP103-03

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: 

SP103-02

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: 

SP103-14

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


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