Accession Number : AD0756927

Title :   Static Concrete Constitutive Relations Based on Cubical Specimens. Volume 2. Additional Testing of Cubical Specimens

Descriptive Note : Technical rept. Sep 1970-Aug 1972

Corporate Author : NEW MEXICO STATE UNIV LAS CRUCES

Personal Author(s) : Endebrock, Elton G ; Traina, Leonard A

PDF Url : AD0756927

Report Date : Dec 1972

Pagination or Media Count : 46

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.

Descriptors :   *CONCRETE, *TEST METHODS, ANALYSIS OF VARIANCE, COMPRESSIVE PROPERTIES, CORRELATION TECHNIQUES, FLEXURAL STRENGTH, LOADS(FORCES), STRAIN(MECHANICS), STRESSES, TOLERANCES(MECHANICS)

Subject Categories : Construction Equipment, Materials & Supplies

Distribution Statement : APPROVED FOR PUBLIC RELEASE