International Concrete Abstracts Portal

Showing 1-5 of 15 Abstracts search results

Document: 

SP103

Date: 

September 1, 1987

Author(s):

Editor: Gerard B. Hasselwander

Publication:

Symposium Papers

Volume:

103

Abstract:

SP103 Designers and contractors will find the knowledge contained in Anchorage to Concrete invaluable for choosing the proper anchors for specific applications. A compilation of 15 symposium papers, this ACI publication will explore the various problems, and give insight into the latest solutions in this often neglected aspect of concrete construction. Presenting the various anchorage system alternatives, this state-of-the-art publication includes such topics as: anchor bolts in reinforced concrete foundations, dowels for anchoring new concrete facing to existing lock walls, strength and behavior of single cast-in-place anchor bolts subject to tension, headed studs, theoretical considerations on loadbearing behavior of expansion anchors, and transverse load capacity of multi-dowel anchorages in concrete.

DOI:

10.14359/14137


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: 

SP103-01

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: 

SP103-04

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


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