FAILURE OF REINFORCED CONCRETE DUE TO BRITTLE FRACTURE OF REINFORCEMENT

AN INVESTIGATION INTO THE CAUSE OF COLLAPSE OF SOME PRECAST REINFORCED CONCRETE PORTAL FRAMES INDICATES THAT FAILURE WAS DUE TO THE BRITTLE FRACTURE OF THE STEEL REINFORCEMENT.

  • Supplemental Notes:
    • Vol 60, No 710, P 1291-1295, 8 FIG, 1 TAB, 10 REF
  • Authors:
    • Davies, S R
  • Publication Date: 1965-9

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Filing Info

  • Accession Number: 00212354
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Jul 28 1994 12:00AM