Accession Number : AD0756927
Title : Static Concrete Constitutive Relations Based on Cubical Specimens. Volume II. Additional Testing of Cubical Specimens.
Descriptive Note : Technical rept. Sep 70-Aug 72,
Corporate Author : NEW MEXICO STATE UNIV UNIVERSITY PARK
Personal Author(s) : Endebrock,Elton G. ; Traina,Leonard A.
Report Date : DEC 1972
Pagination or Media Count : 45
Abstract : Uniaxial, biaxial, and triaxial compressive tests were conducted on cubical test specimens cast and brought to small dimensional tolerances. The primary purpose of the tests was to determine if the test-to-test variation could be reduced by using the carefully prepared test cubes. The test to test variation was reduced using the specially prepared cubes. The results obtained from these tests were compared to the results obtained in the primary testing program. The initial tangent modulus from the uniaxial tests of this program was used in the computer solution to the model. (Author Modified Abstract)
Descriptors : (*CONCRETE, COMPRESSIVE PROPERTIES), (*TEST METHODS, CONCRETE), STRESSES, STRAIN(MECHANICS), FLEXURAL STRENGTH, ANALYSIS OF VARIANCE, CORRELATION TECHNIQUES, LOADS(FORCES), TOLERANCES(MECHANICS)
Subject Categories : Construction Equipment, Materials & Supplies
Distribution Statement : APPROVED FOR PUBLIC RELEASE