International Concrete Abstracts Portal

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Showing 1-5 of 30 Abstracts search results

Document: 

SP44-23

Date: 

January 1, 1974

Author(s):

Clare E. Luke, Bruce L. Waterhouse, and James F. Wooldridge

Publication:

Symposium Papers

Volume:

44

Abstract:

An investigation has been made into the effect of several variables of steel fibers on the flexural strength of concrete. Data is presented which shows the effect of fiber length, diameter, shape and content on both first crack and ultimate strength in concrete. Additional data shows the results of two field applications.

DOI:

10.14359/17907


Document: 

SP44-24

Date: 

January 1, 1974

Author(s):

Saul Barab and Dean Hanson

Publication:

Symposium Papers

Volume:

44

Abstract:

In conneciton with repair work for the Humboldt Jetties at Eureka, California, the San Fransico District, U.S. Army Corps of Engineers has performed tests to determine the relative strength of various precast concrete armor units.

DOI:

10.14359/17908


Document: 

SP44-26

Date: 

January 1, 1974

Author(s):

E.F.P. Burnett, T. Constable, and P. Cover

Publication:

Symposium Papers

Volume:

44

Abstract:

A program of developmental research to study the possiblity of using wire fibre reinforcement in spun precast concrete products is reviewed.

DOI:

10.14359/17910


Document: 

SP44-27

Date: 

January 1, 1974

Author(s):

David C. O'Leary, Nalin J. Dave, and John Saunders

Publication:

Symposium Papers

Volume:

44

Abstract:

As part of a large programme investigating the flexural behavior of full size partially prestressed composite T-beams, three dimensionally randomly distributed steel fibres have been introduced into a limited number of the precast webs. . .The tests show that steel fibre reinforcement can result in some improvement in the flexural behaviour of partially prestressed composite T-beams.

DOI:

10.14359/17911


Document: 

SP44-28

Date: 

January 1, 1974

Author(s):

Richard A. Kaden

Publication:

Symposium Papers

Volume:

44

Abstract:

This report describes the use of steel fiber reinforced concrete as a construction material for high velocity water passages, specifically the wearing surfaces of flip lips on high velocity spillways. . .The results from both field and laboratory tests performed for acceptance, evaluation, and quality control are reported.

DOI:

10.14359/17912


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