A LIMIT ANALYSIS OF NONLINEAR ELASTIC LATERAL DISPLACEMENTS OF THIN-WALLED REINFORCED AND PRESTRESSED BEAMS

An incremental iterative process based on direct energy minimization is presented for a limit analysis of nonlinear elastic lateral displacements and twists of reinforced and prestressed beams. Problems encountered with the constitutive relations are discussed and two possible material models are presented. (Author/TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/01410296
• Corporate Authors:

  Butterworth Scientific Limited

  Journals Division, P.O. Box 63, Westbury House, Bury
  Guildford, Surrey  England  GU2 5BH
• Authors:
  • Baker, G
  • Edwards, A D
• Publication Date: 1985-7

Media Info

• Features: Figures; References;
• Pagination: p. 198-203
• Serial:
  • Engineering Structures
  • Volume: 7
  • Issue Number: 3
  • Publisher: Elsevier
  • ISSN: 0141-0296
  • Serial URL: http://www.sciencedirect.com/science/journal/01410296

Subject/Index Terms

• TRT Terms: Beams; Dislocation (Geology); Elasticity (Mechanics); Iterative methods; Mathematical analysis; Motion; Nonlinear systems; Prestressed concrete; Reinforced concrete; Ultimate load design
• Uncontrolled Terms: Nonlinearity; Reinforced concrete beams; Side
• Old TRIS Terms: Lateral movement
• ITRD Terms: 6471: Analysis (math); 3472: Beam; 6452: Limit; 5483: Movement; 4796: Prestressed concrete; 4794: Reinforced concrete; 9074: Side
• Subject Areas: Highways; Materials;

Filing Info

• Accession Number: 00451973
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Files: ITRD, TRIS
• Created Date: May 31 1986 12:00AM