Research Article
Jun 1979
Size Effects in Model Concretes?
Publication: Journal of the Structural Division
Volume 105, Issue 6
Abstract
The paper reviews current research on the effect of specimen size on compressive, indirect tensile and flexural tensile strengths, the stress-strain characteristics, and related quantities. The measured compressive and tensile strengths were observed to increase with a decrease in specimen size in all investigations. The nondimensional stress-strain curves in compression tests were noted to be homologous for prototype and model concretes. A higher tensile-compressive strength ratio is observed in smaller specimens. The effects of duration and conditions of curing compactions, shape of specimen, and other factors are reported. Techniques are suggested to select the cylinder size to evaluate the concrete compressive strength in a model specimen. To assist with the determination of size effects and standardization, the ACI Committee 444 on Models of Concrete Structures has recommended that model investigations should include compression tests on 2-in.×4-in. (50-mm × 100-mm) cylinders along with any other cylinder sizes used.
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Published In
Journal of the Structural Division
Volume 105 • Issue 6 • June 1979
Pages: 1007 - 1020
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Jun 1979
Published online: Feb 1, 2021
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Gajanan M. Sabnis, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Howard Univ., Washington, D.C.
Saeed M. Mirza, M.ASCE
Prof., Dept. of Civ. Engrg. and Applied Mechanics, McGill Univ., Montreal, Quebec, Canada
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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.
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