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
Chat with Us Online Now
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: High Temperature Effect on High Performance Concrete (70 - 600 C) strength and porosity
Author(s): A. N. Noumowe, P. Clastres, G. Debicki, and M. Bolvin
Publication: Special Publication
Appears on pages(s): 157-172
Keywords: compressive strength; high-performance concretes; strength; high temperature; microstructure; porosity; spalling; Materials Research
Abstract:Investigates the effect of high temperatures (70 to 600 C) on the residual strength of ordinary and high-performance concretes made with the same cement and aggregates. Measurements of weight losses and residual strengths were carried out. Between 25 and 600 C, the mass loss was about 8 percent of the wet concrete weight. The tests showed that after being exposed to a temperature of 600 C and then cooled, the concrete retains 38 to 46 percent of its initial compressive strength. Experimental results indicated further that mercury porosimetry measurements were suitable for obtaining information about microstructural changes resulting from thermal exposure. The distribution function of the pore system indicated that no remarkable changes had taken place in its shape and location up to 120 C. The residual porosity increased with temperature, particularly after 300 C, and the pore size distribution was significantly modified. Approximately one-third of the high-strength concrete samples failed through explosion at about 300 C. With the results obtained, the authors were able to analyze the phenomenological aspects susceptible to explain the observed behavior. This behavior might be caused by a tension in the solid microstructure produced by thermal stresses and by the pore vapor pressure.
Click here to become an online Journal subscriber