HIGH STRENGTH CONCRETE - A NEW MATERIAL.

Shuaib H. Ahmad; S. P. Shah

HIGH STRENGTH CONCRETE - A NEW MATERIAL.

Shuaib H. Ahmad^*, S. P. Shah

^*Corresponding author for this work

Civil and Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

In this paper, the material properties and structural member behavior of normal and high-strength concretes are summarized. The current ACI code recommendations are based on results of concretes with compressive strengths less than 6000 psi. The code recommendations are examined in light of the results observed for material properties as well as structural member behavior.

Original language	English (US)
Title of host publication	Unknown Host Publication Title
Publisher	ASCE
Pages	421-434
Number of pages	14
ISBN (Print)	0872626164
State	Published - Jan 1 1987

ASJC Scopus subject areas

Engineering(all)

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Cite this

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title = "HIGH STRENGTH CONCRETE - A NEW MATERIAL.",

abstract = "In this paper, the material properties and structural member behavior of normal and high-strength concretes are summarized. The current ACI code recommendations are based on results of concretes with compressive strengths less than 6000 psi. The code recommendations are examined in light of the results observed for material properties as well as structural member behavior.",

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N2 - In this paper, the material properties and structural member behavior of normal and high-strength concretes are summarized. The current ACI code recommendations are based on results of concretes with compressive strengths less than 6000 psi. The code recommendations are examined in light of the results observed for material properties as well as structural member behavior.

AB - In this paper, the material properties and structural member behavior of normal and high-strength concretes are summarized. The current ACI code recommendations are based on results of concretes with compressive strengths less than 6000 psi. The code recommendations are examined in light of the results observed for material properties as well as structural member behavior.

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