International Concrete Abstracts Portal

  


Title: Fire Endurance of High-Strength Concrete Slabs

Author(s): Scott T. Shirley, Ronald G. Burg, and Anthony E. Fiorato

Publication: Materials Journal

Volume: 85

Issue: 2

Appears on pages(s): 102-108

Keywords: concrete slabs; fire resistance; high-strength concretes; permeability; silica; temperature; thermal properties; Materials Research

DOI: 10.14359/2306

Date: 3/1/1988

Abstract:
In recent years, use of high-strength concrete ranging in compressive strength from 8000 to 15,000 psi has become more prevalent. Concrete structures, such as high-rise buildings, are now using these materials. Most recently, the use of silica fume as a supplementary cementitious material has developed for design of higher strength concrete mixtures. The objective of this investigation was to develop fundamental information on the behavior of high-strength concrete at elevated temperatures using realistic test specimens. Scope of the work included a review of available literature on performance in fire tests of specimens fabricated from high-strength concrete mixtures, with and without silica fume. The literature review was followed by laboratory tests of 3 x 3 x 0.33-ft slab specimens with embedded reinforcement. Specimens were exposed to elevated temperatures and monitored for temperature rise and physical integrity. Results of fire tests performed on the slab specimens show no measurable difference in performance of high-strength concretes and conventional strength concretes.


ALSO AVAILABLE IN:

Electronic Materials Journal



  


ABOUT THE 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.

Edit Module Settings to define Page Content Reviewer