Tests on slender tubular steel columns filled with high-strength concrete

Results obtained from tests conducted on 18 steel tubular columns filled with high-strength concrete are presented. The test specimens were pinned at both ends and loaded in eccentric compression in single curvature binding. Several test parameters were covered. A simplified method to predict the strength of test specimens is included. Agreement between measured and calculated strengths is generally good.

  • Authors:
    • O'Brien, A D
    • Rangan, B V
  • Publication Date: 1993-10


  • English

Media Info

  • Pagination: 287-93
  • Serial:
    • Volume: CE35
    • Issue Number: 4

Subject/Index Terms

Filing Info

  • Accession Number: 01434255
  • Record Type: Publication
  • Source Agency: ARRB
  • Files: ATRI
  • Created Date: Aug 24 2012 6:09PM