On the Calculation of Crack Width in RC Linear Elements under Eccentric Load

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R. Farhat
R. Farhat
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A. Pisanty
A. Pisanty

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On the Calculation of Crack Width in RC Linear Elements under Eccentric Load

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Abstract

Proof of controlling crack width is a basic condition for securing suitable performance in ser-viceability limit state. Most codes struggle with offering procedure for crack width calculation. So did the former Euro Code [ENV 1992[ENV -1-1:dec. 1991] and the present [BS EN 1992-1-1:2004]. Both contain a proce-dure, rendering almost identical calculation results, however aiming mainly to pure bending while eccentric load is practically out of the scope. A simplified procedure is offered here aiming to fill this gap via a very simple transformation leaving the principles of the Euro Code unchanged. Numerical examples demonstrate the application of the suggested procedure. Comparison with parallel analytical tools support the validity of the results thus obtained. The procedure is simple, user friendly and ready to be involved in code drafting.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

R. Farhat. 2013. \u201cOn the Calculation of Crack Width in RC Linear Elements under Eccentric Load\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 13 (GJRE Volume 13 Issue E5): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date

August 2, 2013

Language
en
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Proof of controlling crack width is a basic condition for securing suitable performance in ser-viceability limit state. Most codes struggle with offering procedure for crack width calculation. So did the former Euro Code [ENV 1992[ENV -1-1:dec. 1991] and the present [BS EN 1992-1-1:2004]. Both contain a proce-dure, rendering almost identical calculation results, however aiming mainly to pure bending while eccentric load is practically out of the scope. A simplified procedure is offered here aiming to fill this gap via a very simple transformation leaving the principles of the Euro Code unchanged. Numerical examples demonstrate the application of the suggested procedure. Comparison with parallel analytical tools support the validity of the results thus obtained. The procedure is simple, user friendly and ready to be involved in code drafting.

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On the Calculation of Crack Width in RC Linear Elements under Eccentric Load

A. Pisanty
A. Pisanty
R. Farhat
R. Farhat

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