Non linear analysis of thin sections in compression

The finite strip method developed by yk cheung is extended to include the non linear response of imperfect plate strips under axial compression. Local buckling and post buckling phenomena are included in the formulation. The convergence and accuracy of the method is tested against accepted solutions for uniformly compressed plates with different boundary conditions. Studies are made of the non linear response of box and i section columns. The application of the method to the interaction of local and euler buckling of straight columns with imperfect plates is presented (a).

  • Authors:
    • Hancock, G J
  • Publication Date: 1979-11


  • English

Media Info

  • Pagination: 63P
  • Serial:
    • Issue Number: R355

Subject/Index Terms

Filing Info

  • Accession Number: 01438851
  • Record Type: Publication
  • Source Agency: ARRB
  • Files: ATRI
  • Created Date: Aug 24 2012 9:53PM