FACTORS AFFECTING THE BUCKLING STABILITY OF PARTIALLY PLASTIC BEAMS

A STUDY IS MADE OF THE VARIOUS FACTORS WHICH GOVERN THE INELASTIC LATERAL BUCKLING STRENGTH OF BEAMS. BOTH STRESS FREE SECTIONS AND MEMBERS CONTAINING RESIDUAL STRESSES ARE CONSIDERED. IN EACH CASE SIMPLE METHODS OF PREDICTING LATERAL BUCKLING STRENGTH IN THE INELASTIC RANGE ARE ADVANCED. THESE METHODS COMPARE FAVOURABLY WITH THE MORE 'EXACT' THEORY AND WITH AVAILABLE TEST RESULTS. /AUTHOR/

• Authors:
  • Nethercot, D A
• Conference:
  • Inst Civil Engineers Proc, London /UK/
• Publication Date: 1972-9

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 285-304
• Serial:
  • Volume: 53

Subject/Index Terms

• TRT Terms: Beams; Buckling; Forecasting; Inelastic stress; Residual stress; Stresses
• Uncontrolled Terms: Inelastic action
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00210207
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: Nov 14 1973 12:00AM