ELASTIC-PLASTIC-SOFTENING COLLAPSE LOAD ANALYSIS OF REINFORCED CONCRETE FRAMES

Softening of reinforced concrete sections at advanced curvatures in flexure is taken into account in collapse load analysis of frames. Elements of a stiffness matrix for elastic elements with softening portions are derived. Examples demonstrate the application of computer program PAWS ("plastic analysis with softening") to concrete frame structures. A steeper softening slope reduces both the number of hinges formed before collapse and the collapse load, compared with elastic-plastic behaviour. PAWs may be used to find critical softening parameters for first or later formed hinges or to compute ductility requirements for the attainment of any desired proportion of full elastic- plastic load capacity. (Author/TRRL)

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  • Corporate Authors:

    Institution of Engineers, Australia

    1 Chandos Street
    St Leonards,   Australia 

    Institution of Engineers, Australia

    1 Chandos Street
    St Leonards,   Australia 
  • Authors:
    • Darvall, P L
    • Mendis, P A
  • Publication Date: 1984-11

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Filing Info

  • Accession Number: 00396096
  • Record Type: Publication
  • Source Agency: ARRB
  • Files: ITRD, TRIS, ATRI
  • Created Date: Jan 31 1986 12:00AM