In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
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.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Feedback via Email
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: Cylinder vs. core strength
Author(s): Ava Szypula and Jacob S. Grossman
Publication: Concrete International
Appears on pages(s): 55-61
Keywords: compressive strength; concrete cores; cracking (fracturing);
Abstract:The objective of the laboratory research was to determine the nominal compressive strength of an in situ concrete slab for which field data was not available. Cores that had been taken from slabs that were subjected to flexural and restrain cracking indicated low compressive strengths and a large range of results. The construction of the mock-up slab attempted to duplicate the concrete properties (established by petrographic analysis), the field construction procedure and the curing conditions. The mock-up slab study indicated that field cores, taken from flexural members that are supporting loads and/or are restrained by stiff supports, cannot be relied upon to determine the nominal compressive strength of the concrete because microcracks and other larger cracks are present to adversely reduce the measured capacity.
Click here to become an online Journal subscriber