REINFORCED CONCRETE MEMBERS SUBJECT TO COMBINED BIAXIAL BENDING AND TENSION.

Document Type

Article

Publication Date

1-1-1986

Abstract

The research reported herein studies the ultimate strength behavior of reinforced concrete members subjected to biaxial bending and axial tension. A compute program was developed to study the three-dimensional strength-interaction diagrams and failure surfaces for members under these combined actions and the computed results were compared with other existing analytical results and experimental test results for reinforced concrete members subject to combined uniaxial bending moment and axial tension. Such variables as maximum concrete compressive strength, steel yield strength, and size of cross section were also studied. Based on the above computer results and resulting failure surfaces, two design formulas for reinforced concrete members under combined biaxial bending and axial tension are proposed for square and rectangular sections, respectively.

Identifier

0022482243 (Scopus)

Publication Title

Journal of the American Concrete Institute

ISSN

00028061

First Page

137

Last Page

144

Issue

1

Volume

83

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