A METHOD FOR THE ESTIMATION OF COLLAPSE LOADS OF CORNER GIRDERS AND STRUTS

The equivalent thickness of deflected panels under compression and bending moment are estimated by the energy method. The effective flexural rigidity of columns with rather small slenderness ratio are estimated by using Johnson's and Euler's formula. Using these equivalent thickness and effective flexural rigidity, the collapse load of corner girders and struts are calculated by elastic finite element method. The collapse load and collapse mechanism are compared with experimental results. This method will be usefull at the initial design stage for simplicity.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/05148499
• Corporate Authors:

  Society of Naval Architects of Japan

  23 Shiba-kotohiracho, Minato-ku
  Tokyo 135,   Japan 

  Society of Naval Architects of Japan

  15-16, Toranomon, 1-chome, Minato-ku
  Tokyo,   Japan 
• Authors:
  • Aoki, G
  • YAMAMOTO, Y
• Publication Date: 1980-6

Language

• Japanese

Media Info

• Features: References;
• Pagination: p. 244-253
• Serial:
  • Journal of the Society of Naval Architects of Japan
  • Volume: 147
  • ISSN: 0514-8499

Subject/Index Terms

• TRT Terms: Collapse strength; Deflection; Finite element method; Flexural strength; Stiffness; Structural plates
• Uncontrolled Terms: Flexural stiffness
• Old TRIS Terms: Plate deflections
• Subject Areas: Marine Transportation; Materials;

Filing Info

• Accession Number: 00319527
• Record Type: Publication
• Files: TRIS
• Created Date: Oct 8 1980 12:00AM