TRANSVERSE DISTRIBUTION OF EXCESS LOADS ON BRIDGE DECKS

REPARTO TRANSVESAL DE LA SOBRECARGO EN TABLEROS DE PUENTES

The authors present an anaysis of the stresses in a rectangular orthotropic bridge deck supported on two bearings at opposite ends, the other edge conditions being very general. The formula is very compact, using a matrix notation, which makes it possible to program direct for a computer. The solution thus obtained is compared with that obtained by the method of gyon-massonet-rowe, which is a well known simplification, and the differences in the two methods are discussed. An alternative analysis is then presented which is based on the theory of folded plates, which constitutes a mathematical model better adapted to this type of bridge deck structure. In conclusion the numerical results of the two theories are compared. /TRRL/

  • Corporate Authors:

    Instituto Eduardo Torroja

    Costillares, Chamartin
    Madrid 33,   Spain 
  • Authors:
    • Samartin, A
    • MARTINEZ, J
  • Publication Date: 1974-10-12

Language

  • Spanish

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 11-37
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00165637
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Analytic
  • Files: ITRD, TRIS
  • Created Date: Jun 14 1978 12:00AM