BFRL ICON Experimental Plan for Testing the Mechanical Properties of High-Strength Concrete at Elevated Temperatures.


pdf icon Experimental Plan for Testing the Mechanical Properties of High-Strength Concrete at Elevated Temperatures. (4668 K)
Phan, L. T.; Peacock, R. D.

NISTIR 6210; 29 p. May 1999.

Available from:

National Technical Information Service (NTIS), Technology Administration, U.S. Department of Commerce, Springfield, VA 22161.
Telephone: 1-800-553-6847 or 703-605-6000;
Fax: 703-605-6900.
Website: http://www.ntis.gov
Order number: PB98-156458

Keywords:

concretes; mechanical properties; temperature; compressive strength; experiments; spalling; test methods

Abstract:

This report outlines an experimental plan designed to quantify the effect of elevated temperature on the mechanical properties of high-strength concrete. The experimental program will examine the influences of the following factors: (1) different steady-state test methods, (2) rates of heating, (3) water-to-cementitiou materials (w/c) ratios (and implicitly compressive strengths), (4) inclusion or absence of silica fume (and implicitly paste density). These effects will be studied through 148 test combinations developed using a full factorial experimental design. The highest strength concrete to be tested is 95 MPa, and the lowest strength is 28 MPa.



Building and Fire Research Laboratory
National Institute of Standards and Technology
Gaithersburg, MD 20899