MILD STEEL BEAMS UNDER CYCLIC ALTERNATING DEFLECTIONS

AN ANALYTICAL TECHNIQUE, BASED UPON SOME SIMPLE EXPERIMENTS, IS DEVELOPED FOR PREDICTING THE BEHAVIOR OF MILD STEEL, SIMPLE AND INDETERMINATE, STRUCTURES SUBJECT TO REVERSED BENDING OF THE TYPE IN WHICH A STRAIN (OR DEFLECTION) RANGE IS PRESCRIBED. THE METHOD CONSTRUCTS MOMENT-CURVATURE RELATIONS WHICH ARE FUNCTIONS OF THE CYCLIC HISTORY OF THE STRUCTURE AND USES THESE CURVES TO DETERMINE THE VARIATION IN LOAD WITH CYCLIC STRAINING. /TRRL/

  • Corporate Authors:

    International Association for Bridge and Structural Engineering

    ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
    Zurich 8093,   Switzerland  CH-8093
  • Authors:
    • SHERBOURNE, A N
    • Krishnasamy, S
  • Publication Date: 1970

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00210134
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: TRIS
  • Created Date: May 15 1973 12:00AM