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Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Temperature Effects on Strength-Maturity Relations of Mortar
Author(s): Nicholas J. Carino and H. S. Lew
Publication: Journal Proceedings
Appears on pages(s): 177-182
Keywords: age-strength relation; compression tests; compressive strength;cubes; curing; hydration; mortars (material); setting (hardening).
Abstract:Two questions are addressed: 1) What are the quantitative effects of curing temperature on the strength-maturity relations of concrete? 2) At what age will curing temperature no longer affect the strength-marrity relation? To answer the first question, mortar cubes were cast and cured at five different temperatures from 5 to 43 C, and compreson tests were performed at seven maturity values. A three-parameter regulation was used to represent the strength-maturity relations, while regression analysis was used to evaluate the coefficients. It was found at the parameters in the strength-maturity function for each curing condition varied systematically with temperature. To answer the second question, mortar cubes were cast and stored at 5 and 32 C; they were then transferred to a 23 C environment for subsequent curing. Compression tests were performed at five maturity values. Resulting data were analyzed to determine the age beyond which initial curing temperature no longer affected the strength-maturity relation. Results indicate that an alternative to the traditional appoach for computing maturity may exist which may better account for combined effects of temperature and time on the strength develpment of concrete.
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