SERVICEABILITY LIMIT STATE ANALYSIS OF CIRCULAR AND ANNULAR CRACKED CONCRETE SECTIONS

A method is presented for a serviceability limit state analysis of circular and annular cracked, partially prestressd, or nonprestressed concrete sections. The cross section can be reinforced with combination of prestressed and nonprestressed reinforcement. (The corresponding ultimate limit state problem was discussed in a previous paper.) The method is suitable for computers.

• Record URL:
  • http://www.concrete.org/Publications/InternationalConcreteAbstractsPortal.aspx.aspx?m=details&i=2920
• Availability:
  • Find a library where document is available. Order URL: http://www.aci-int.org/PUBS/JOURNALS/AbstractDetails.asp?srchtype=phrase&date=anytime&searchmonth=7&searchday=0&searchyear=1989&publication=Structural+Journal&volume=86&issue=4&title=SERVICEABILITY+LIMIT+STATE+ANALYSIS+OF+CIRCULAR+AND+ANNULAR+CRACKED+CO&I
• Corporate Authors:

  American Concrete Institute

  P.O. Box 19150, Redford Station, 22400 Seven Mile Road
  Detroit, MI  United States  48219
• Authors:
  • Brondum-Nielsen, T
• Publication Date: 1989-7

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 401-404
• Serial:
  • ACI Structural Journal
  • Volume: 86
  • Issue Number: 4
  • Publisher: American Concrete Institute (ACI)
  • ISSN: 0889-3241
  • Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP

Subject/Index Terms

• TRT Terms: Concrete; Cracking; Information processing; Material reinforcement; Serviceability; Structural analysis; Ultimate load design
• Uncontrolled Terms: Concrete cracking
• Subject Areas: Bridges and other structures; Design; Highways; Materials; I32: Concrete;

Filing Info

• Accession Number: 00486726
• Record Type: Publication
• Report/Paper Numbers: Title No. 86-S36
• Files: TRIS
• Created Date: Aug 31 1989 12:00AM