DEFORMATION OF REINFORCED CONCRETE BEAMS SUBJECTED TO BENDING AND TORSION

FORMULAE ARE DERIVED FROM WHICH AN ESTIMATE CAN BE MADE OF THE TORSIONAL AND FLEXURAL DEFORMATIONS OF REINFORCED CONCRETE BEAMS UNDER THE COMBINED ACTION OF BENDING AND TORSION. THE STIFFNESS IN BOTH THE CRACKED AND UNCRACKED STATE HAVE BEEN CONSIDERED. A SERIES OF TWELVE EXPERIMENTS WAS CARRIED OUT TO CONFIRM THE PROPOSED METHOD. /RRL/A/

  • Supplemental Notes:
    • 61 Pp, 14 FIG, 22 REF
  • Corporate Authors:

    University of New South Wales

    Gate 9, High Street
    Kensington, New South Wales  Australia  2052
  • Authors:
    • Walsh, D F
    • Hall, A S
    • Archer, F E
  • Publication Date: 1968-3

Subject/Index Terms

Filing Info

  • Accession Number: 00208629
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Apr 27 1970 12:00AM