Research Article
Nov 1978
High-Strength Concrete in Ultimate Strength Design
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 104, Issue 11
Abstract
The ultimate behavior of concrete structural members was predicted based on the knowledge of the concrete and the steel stress-strain curves and using nonlinear computerized methods. The calculated values of ultimate moment and curvature were compared with some experimental values for beams and columns. The properties of the concrete compression block at ultimate were obtained for normal weight and lightweight concretes of compressive strengths varying from 3,000 psi to 13,000 psi, for beams with varying amounts of tensile and compressive reinforcement and for axially and biaxially loaded columns. The calculated values of the compression block parameters were in general favorable with the ACI recommended values. Some unusual effects of high strength on the value of concrete strain at ultimate and on the ductility of the reinforced sections are noted.
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Information
Published In
Journal of the Structural Division
Volume 104 • Issue 11 • November 1978
Pages: 1761 - 1773
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Nov 1978
Published online: Feb 1, 2021
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Pao-Tsan Wang
Struct. Engrg. Specialist, Sargent & Lundy, Chicago, Ill.
Antoine E. Naaman, M.ASCE
Assoc. Prof., Dept. of Materials Engrg., Univ. of Illinois at Chicago Circle, Chicago, Ill.
Surendra P. Shah, M.ASCE
Prof., Dept. of Materials Engrg., Univ. of Illinois at Chicago Circle, Chicago, Ill.
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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.
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.
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.