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 18 Abstracts search results

Document: 

SP40

Date: 

January 1, 1973

Author(s):

Editors: James T. Dikeou, Lawrence E. Kukacka, Craig A. Ballinger, Gordon B. Batson, Brian B. Hope, and James L. Lott

Publication:

Symposium Papers

Volume:

40

Abstract:

SP40 Covers process technology for preparation of concrete which contains polymers; material properties; fundamental studies; and work performed on development of applications. Methods discussed are monomer impregnation of normal hardened concrete followed by in situ polymerize tion (PIG); mixing with aggregate and polymerizing after placement (PC); and addition of a polymer during mixing of fresh concrete.

DOI:

10.14359/14093


Document: 

SP40-12

Date: 

January 1, 1973

Author(s):

Morris Reich and Bernard Koplik

Publication:

Symposium Papers

Volume:

40

Abstract:

During the last few years extensive research has been carried out with the aim of developing polymer-impregnated-concrete (PIC) composities for improved materials of construction.

DOI:

10.14359/17393


Document: 

SP40-13

Date: 

January 1, 1973

Author(s):

Y. Ohama

Publication:

Symposium Papers

Volume:

40

Abstract:

Polyester resin concrete is a type of concrete that is prepared by binding aggregate with polyester resin (as a binder) without inorganic cements. The mix proportion of polyester resin concrete and a discussion on the properties of this concrete.

DOI:

10.14359/17394


Document: 

SP40-14

Date: 

January 1, 1973

Author(s):

James Lott, Dan Naus, and Paul Howdyshell

Publication:

Symposium Papers

Volume:

40

Abstract:

Composite beams consisting of reinforced concrete and a layer or cap of polyester concrete in the region of high compressive stress are tested and evaluated.

DOI:

10.14359/17395


Document: 

SP40-15

Date: 

January 1, 1973

Author(s):

Shigeyuki Akihama, Hiroshi Morita, Shiego Watanabe, and Hiroshi Chida

Publication:

Symposium Papers

Volume:

40

Abstract:

It was found that strain at maximum compressive and tensile stress of polymer-modified concrete became steadily greater with the increasing polymer content . .Experiments were carried out with shear walls made of the polymer-modified concrete in order to examine the improvement of ductility and toughness under the shear force.

DOI:

10.14359/17396


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