Optimum reinforcement of concrete slab elements against combinations of moments and membrane forces-Reference-Cited by-同舟云学术

Optimum reinforcement of concrete slab elements against combinations of moments and membrane forces

Published:1970-09 Issue:72 Volume:22 Page:155-162
ISSN:0024-9831
Container-title:Magazine of Concrete Research
language:en
Short-container-title:Magazine of Concrete Research

Author:

Morley C. T.¹

Affiliation:

1. University of Cambridge : Department of Engineering

Abstract

Synopsis The paper presents a method for finding the optimum arrangement ofreinforcement in a concrete slab element subjected to general combinations of moments and membrane forces. The method is based on the study of strain distributions which satisfy certain conditions at the positions where reinforcement is to be provided. For some combinations of stress-resultants, explicit equations can be derived for the required areas of steel: in the special cases of membrane forces only, or of moments only, these equations reduce to previously published results. Some numerical examples are given.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/macr.1970.22.72.155

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1. Plasticity applications in reinforced concrete and prestressed concrete structures;Magazine of Concrete Research;2008-11

2. OPTIMUM REINFORCEMENT OF CONCRETE SLAB ELEMENTS.;Proceedings of the Institution of Civil Engineers;1977-06

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