STUDY OF PROGRESSIVE FAILURE OF CONCRETE SPECIMEN IN UNIAXIAL COMPRESSION

The simulation analysis by the use of the finite element method was applied to the fracture of uniaxial compression specimens of rock-like materials. The validity of this simulation analysis was supported by the experimental results on concrete specimens. The fracture mechanism and strength of rock-like materials in compression were made clear in the Course of the simulation analysis. /Author/TRRL/

• Supplemental Notes:
  • Proceedings of Conference on Mechanical Behaviour of Materials.
• Corporate Authors:

  Society of Materials Science

  1 Yoshida Izumidono-cho, Sakyo-Ku
  Kyoto 600,   Japan 

  Society of Materials Science

  1 Yoshida Izumidono-cho, Sakyo-Ku
  Kyoto 600,   Japan 

  Society of Materials Science

  1 Yoshida Izumidono-cho, Sakyo-Ku
  Kyoto 600,   Japan 
• Authors:
  • NAKAGAWA, K
  • Kobayashi, S
  • Niwa, Y
• Conference:
  • Proceedings of Conference on Mechanical Behaviour of Materials.
• Publication Date: 1972

Language

• English

Media Info

• Features: Figures; Photos; References;
• Pagination: p. 32-42
• Serial:
  • Issue Number: 4

Subject/Index Terms

• TRT Terms: Concrete; Finite element method; Fracture mechanics; Simulation; Specimens
• Uncontrolled Terms: Fracture
• ITRD Terms: 5532: Compression; 4755: Concrete; 8525: Conference; 5520: Failure; 6490: Finite element method; 8053: Japan; 6251: Sample (mater); 9103: Simulation; 5544: Strength (mater)
• Subject Areas: Highways; Materials;

Filing Info

• Accession Number: 00083631
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Report/Paper Numbers: Conf Paper
• Files: ITRD, TRIS
• Created Date: Jul 2 1975 12:00AM