CALCULATION OF ORTHOTROPIC STEEL PLATES IN THE RANGE OF ULTIMATE LOAD

BERECHNUNG ORTHOTROPER STAHLPLATTENT IM TRAGLASTBEREICH

The behaviour of orthotropic steel plates in the range of ultimate load is studied by means of a discrete mechanical model consisting of finite triangular elements. All mechanical relations are established for an incremental method. The plane geometry is not subjected to any restriction. A large number of standard plates can be calculated with this model. /TRRL/

• Record URL:
  • https://rosap.ntl.bts.gov/view/dot/16125
• Corporate Authors:

  Buchdruckerei & Verlag Leemann AG

  Arbenzstrasse 20
  8008 Zurich,   Switzerland 
• Authors:
  • Moeller, B
• Publication Date: 1972

Language

• German

Media Info

• Features: Figures; References;
• Pagination: p. 167-177
• Serial:
  • International Association for Brdg & Str Engr, Pub
  • Issue Number: 32-1
  • Publisher: Buchdruckerei & Verlag Leemann AG

Subject/Index Terms

• TRT Terms: Breaking loads; Calculation; Discrete systems; Failure; Finite element method; Loads; Mathematical models; Mechanics; Orthotropic; Orthotropic plates; Steel; Steel plates
• Uncontrolled Terms: Computation; Discontinuous; Models
• ITRD Terms: 6464: Calculation; 5595: Deformation; 9015: Discontinuous; 6490: Finite element method; 6452: Limit; 5567: Load; 6494: Matrix; 5455: Mechanics; 6205: Model (not math); 3490: Orthotropic plate; 4542: Steel; 5931: Stiffness; 5575: Stress (in material); 8597: Thesis
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00097846
• Record Type: Publication
• Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
• Report/Paper Numbers: Memoires
• Files: ITRD, NTL, TRIS
• Created Date: Sep 30 1975 12:00AM