A numerical method for the analysis of elastic thin-walled box girders is presented. The method is based on the separation of variables suggested by Vlasov and on the finite element method. The method is capable of taking into account longitudinal and transversal flexure, torsion, distortion of the cross section, torsional and distortional warping and shear deformation. Stresses and displacements calculated with the computer program developed for a straight one-box girder have been compared with results obtained by other analytical and numerical methods and with experimental data. (Authors)

  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Mikkola, M J
    • Paavola, J
  • Publication Date: 1980-6

Media Info

  • Features: Appendices; Figures; References; Tables;
  • Pagination: p. 1343-57
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00315411
  • Record Type: Publication
  • Report/Paper Numbers: ASCE 15498
  • Files: TRIS
  • Created Date: Jan 19 1981 12:00AM