Research Article
Jun 1976
Reinforced Concrete Corners and Joints Subjected to Bending Moment
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VIEW THE REPLYAuthors: Ingvar H. E. Nilsson and Anders LosbergAuthor Affiliations
Publication: Journal of the Structural Division
Volume 102, Issue 6
Abstract
In this investigation simple and rational methods for design of the reinforcement in corners and joints are developed. Proposals for design rules are based on tests with monotonic one-way loading to failure. The reinforcement details must satisfy the fundamental requirements of strength, limited cracking, ductility, and simplicity of construction. The main emphasis of the experimental work has been placed on the study of frame corners subjected to positive moments, i.e., moments that cause tensile stresses on the inside of the corner. Other types of joints are also studied, such as corners in retaining walls and T-joints. Different causes of failure in corners and joints are examined. Special attention is devoted to diagonal tension crack failure. Simple expressions are derived for the analysis of this type of failure on the basis of truss analogies. Proposals are put forward for simple and functional reinforcement layouts for corners and some common types of joints in reinforced concrete structures subjected to bending moment.
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Published In
Journal of the Structural Division
Volume 102 • Issue 6 • June 1976
Pages: 1229 - 1254
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Jun 1976
Published online: Feb 1, 2021
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Authors
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Ingvar H. E. Nilsson
Tekn. Dr., Docent, Chalmers Univ. of Tech., Div. of Concrete Structures, Goteborg, Sweden
Anders Losberg
Prof. and Head, Div. of Concrete Structures, Chalmers Univ. of Tech., Goteborg, Sweden
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.