STRENGTH AND COMPLETE STRESS-STRAIN RELATIONSHIPS FOR CONCRETE TESTED IN UNIAXIAL COMPRESSION UNDER DIFFERENT TEST CONDITIONS

A study is made of variations in strength and of the stress-strain relations which can be obtained, if some basic test conditions are changed. The influence of variations in the degree of slenderness of thesample, of the ratio of the sample diameter to the maximum dimension of the aggregate, of the diameter of the test plate used to transfer the load to the sample, and of the method of measuring strains is investigated. /TRRL/

• Corporate Authors:

  Springer Verlag

  175 5th Avenue
  New York, NY  United States  10010
• Authors:
  • SANGHA, C M
  • Dhir, R K
• Publication Date: 1972-11-12

Media Info

• Features: Figures; Photos; References;
• Pagination: p. 361-370
• Serial:
  • Materiaux & Constructions/Materials & Structures
  • Volume: 5
  • Issue Number: 30
  • Publisher: International Union of Testing and Research Laboratories for Mat & St

Subject/Index Terms

• TRT Terms: Aggregates; Compression; Concrete tests; Deformation curve; Grain size; Strength of materials; Test procedures
• Uncontrolled Terms: Particle size distribution; Uniaxial compression
• Old TRIS Terms: Aggregate characteristics
• ITRD Terms: 4577: Aggregate; 6405: Axis; 5532: Compression; 4755: Concrete; 5595: Deformation; 9014: Dimension; 6136: Measurement; 6251: Sample (mater); 5575: Stress (in material); 6255: Test
• Subject Areas: Geotechnology; Highways; Materials;

Filing Info

• Accession Number: 00126099
• Record Type: Publication
• Source Agency: Central and Regional Labs of Bridges & Highways,Fr
• Files: ITRD, TRIS
• Created Date: Apr 7 1976 12:00AM