Modeling and influence of shear retention parameter on the response of reinforced concrete structural elements

Article

Dahmani, L., Khennane, A. and Kaci, S.. 2009. "Modeling and influence of shear retention parameter on the response of reinforced concrete structural elements." Strength of Materials. 41 (4), pp. 423-430. https://doi.org/10.1007/s11223-009-9139-y
Article Title

Modeling and influence of shear retention parameter on the response of reinforced concrete structural elements

Article CategoryArticle
AuthorsDahmani, L. (Author), Khennane, A. (Author) and Kaci, S. (Author)
Journal TitleStrength of Materials
Journal Citation41 (4), pp. 423-430
Number of Pages8
Year2009
Place of PublicationNew York, NY. USA
Digital Object Identifier (DOI)https://doi.org/10.1007/s11223-009-9139-y
Web Address (URL)http://www.springerlink.com/content/jp2r08x4jn6434p6/fulltext.pdf
Abstract

To obtain the complete solutions describing the balance of a reinforced concrete structure, it is necessary to introduce a behavioral law characterizing the physical properties of material. The goal of this work is to study the response of reinforced concrete elements by taking into account the variation of the shear retention parameter (aggregate interlock) and the mesh density. The concrete
was assumed as elastic-plastic material and follow the Drucker–Prager failure criterion with associated flow rule, the steel reinforcements were assumed to be elastic-perfectly plastic. The numerical results obtained are compared with other results available in the literature.

Keywordsmodeling; reinforced concrete; cracking; shear retention parameter
ANZSRC Field of Research 2020400505. Construction materials
400510. Structural engineering
401605. Functional materials
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Byline AffiliationsMouloud Mammeri University of Tizi-Ouzou, Algeria
Computational Engineering and Science Research Centre
Institution of OriginUniversity of Southern Queensland
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