Title:
Serviceability Limit State Analysis of Circular and Annular Cracked Concrete Sections
Author(s):
Troels Brondum Nielsen
Publication:
Structural Journal
Volume:
86
Issue:
4
Appears on pages(s):
401-404
Keywords:
axial loads; bending; computer programs; cracking (fracturing); limit state design; partial prestressing; prestressed concrete; strains; prestressing; reinforced concrete; serviceability; stress analysis; structural analysis; Structural Research
DOI:
10.14359/2920
Date:
7/1/1989
Abstract:
A method is presented for a serviceability limit state analysis of circular and annular cracked, partially prestressed, or nonprestressed concrete sections. The cross section can be reinforced with a combination of prestressed and nonprestressed reinforcement. The corresponding ultimate limit state problem was discussed in a previous paper. The method is suitable for computers.