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/

Media Info

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

Subject/Index Terms

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