DEFORMATION AND FRACTURE OF CONCRETE SUBJECTED TO DYNAMIC LOAD

This is a study of the influences of loading rate (or straining rate) upon the inelastic deformation and fracture of concrete and reinforced concrete members loaded in higher rates of application than in static tests. Relations between the mean rate of loading and the mean rate of strain were derived from the results of a number of tests. From the relations, the deformations and fractures of concretes and reinforced concrete members under dynamic load can be deduced. /TRRL/

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

  Society of Materials Science

  1 Yoshida Izumidono-cho, Sakyo-Ku
  Kyoto 600,   Japan 
• Authors:
  • Takeda, J I
  • TACHIKAWA, H
• Conference:
  • Proceedings of the Conference on Mechanical Behavior of Materials.
• Publication Date: 1972

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 267-277

Subject/Index Terms

• TRT Terms: Concrete; Deformation; Fracture mechanics; Loads; Reinforced concrete
• Uncontrolled Terms: Fracture; Loading rate
• ITRD Terms: 4755: Concrete; 8525: Conference; 5595: Deformation; 5912: Elasticity; 5520: Failure; 8053: Japan; 5567: Load; 4794: Reinforced concrete
• Subject Areas: Highways; Materials; Pavements;

Filing Info

• Accession Number: 00083419
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Report/Paper Numbers: Conf Paper
• Files: ITRD, TRIS
• Created Date: May 29 1975 12:00AM