STRESSES IN BEAMS HAVING HOLES OF ARBITRARY SHAPE

THE STRESS FIELD IS CALCULATED IN BEAMS CONTAINING AN OPENING OF ESSENTIALLY ARBITRARY SHAPE AND SUBJECTED TO PURE OR CANTILEVER BENDING. THE DISTRIBUTION OF THE CIRCUMFERENTIAL NORMAL STRESS AT THE CONTOUR OF SEVERAL POLYGONAL HOLES IS GIVEN IN GRAPHICAL FORM. /ASCE/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339399
• Supplemental Notes:
  • Vol 94, No EM 5, PROC PAPER 6185, PP 1183-1214, 7 FIG, 3
• Authors:
  • Deresiewicz, H
• Publication Date: 1968-10

Media Info

• Serial:
  • Journal of Engineering Mechanics
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9399
  • EISSN: 1943-7889
  • Serial URL: http://ascelibrary.org/journal/jenmdt

Subject/Index Terms

• TRT Terms: Beams; Bending; Calculation; Graphics; Holes; Stresses
• Uncontrolled Terms: Computation; Graphical analysis
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208877
• Record Type: Publication
• Files: TRIS
• Created Date: Jan 31 1994 12:00AM