CONTRIBUTION TO THE CALCULATION OF THE WEB OF PRESTRESSED CONCRETE BRIDGE GIRDERS

K RASCHETU PROCHNOSTI PREDNAPRYAZHENNYKH ZHELEZOBETONNYKH BALOK

A study is made of the failure of the web of experimental prestressed concrete girders subjected to main compressive stresses. The double T girders studied had a span between 6 and 32M. Proposals are put forward concerning the specifications for calculating web strength taking into account the influence of the reinforcement and the width of oblique cracks.

  • Corporate Authors:

    Mezhdunarodanya Kniga

    Smolenskaja Ploscad 32/34
    Moscow G-200,   USSR 
  • Publication Date: 1971-12

Language

  • Russian

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 15-7
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00264948
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Feb 27 1975 12:00AM