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International Concrete Abstracts Portal

Showing 1-5 of 15 Abstracts search results

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: 

SP103-03

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: 

SP103-07

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: 

SP103-01

Date: 

September 1, 1987

Author(s):

Tony C. Liu and Terence C. Holland

Publication:

Symposium Papers

Volume:

103

Abstract:

The paper presents the results of laboratory and field dowel pullout tests and shear transfer tests. These tests were conducted to evaluate the pullout performance of dowels and the influence of dowel spacing on the load-carrying capacity of the replaceme

DOI:

10.14359/1670


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


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