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

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.

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Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1972
Accession Number
AD0756927

Entities

People

  • Elton G. Endebrock
  • Leonard A. Traina

Organizations

  • New Mexico State University

Tags

Communities of Interest

  • Weapons Technologies

DTIC Thesaurus Topics

  • Air Force
  • Air Force Facilities
  • Biaxial Stresses
  • Compressive Strength
  • Computer Programs
  • Computers
  • Concrete
  • Contracts
  • Friction
  • Government Procurement
  • Materials
  • Mechanical Working
  • New Mexico
  • Security
  • Stress Strain Relations
  • Stresses
  • Triaxial Stresses

Readers

  • Explosive Engineering.
  • Materials Science (Mechanical Engineering).