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

Date: 

January 1, 1974

Author(s):

Editor: Gordon Batson

Publication:

Symposium Papers

Volume:

44

Abstract:

SP44 A selectionof 29 papers on the properties and applications of fiber reinforced concrete by authors from 6 countries. Arranged in 2 general categories the first emphasizes the mechanics and properties of steel or glass reinforced concrete and mortar. The second describes developments in the application to pavements, block walls, and prefabrication of structural units.

DOI:

10.14359/14097


Document: 

SP44-20

Date: 

January 1, 1974

Author(s):

A.J. Majunmdar and A.G. Tallentire

Publication:

Symposium Papers

Volume:

44

Abstract:

In the United Kingdom glass fibre reinforced cement (GRC) is emerging as a new and versatile material for the construction industry. . .The fibre, which was developed jointly by B.R.E. and Pilkington Brothers Limited is supplied under licence from the Pilkington Group to more than 50 companies who are successfully marketing GRC components.

DOI:

10.14359/17904


Document: 

SP44-11

Date: 

January 1, 1974

Author(s):

Gilbert R. Williamson

Publication:

Symposium Papers

Volume:

44

Abstract:

The effect of steel fibers on the static compression strength of concrete and mortar was studied. . .Values for Young's modulus and Poisson's ratio for the various fiber percentages are also given.

DOI:

10.14359/17894


Document: 

SP44-12

Date: 

January 1, 1974

Author(s):

W.F. Chen and J.L. Carson

Publication:

Symposium Papers

Volume:

44

Abstract:

This experiment was designed to determine the influence of the randomly oriented fiber wire on the bearing capacity and ductility of fiber reinforced concrete materials through the testing of standard 6 in. diameter cylinders of various height. It was found that the bearing capacity of reinforced material was significantly higher than that of unreinforced material. . .It was also found that concrete materials under axial symmetric stress conditions can sustain tensile strains on the order of 13 to 14 times those normally measured in direct tensile testing.

DOI:

10.14359/17896


Document: 

SP44-13

Date: 

January 1, 1974

Author(s):

H. Roper, D. Stitt, and P. Lawrence

Publication:

Symposium Papers

Volume:

44

Abstract:

The manufacture and method of coating E-glass fibre rovings of various diameters is briefly described.

DOI:

10.14359/17897


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