Title:
Serviceability Limit State Analysis of Cracked, Partially Prestressed, or Reinforced Concrete Sections under Symmetric Bending
Author(s):
Troels Brondum-Nielsen
Publication:
Journal Proceedings
Volume:
83
Issue:
4
Appears on pages(s):
547-552
Keywords:
axial loads; bending; cracking (fracturing); limit state design; partial prestressing; reinforced concrete; serviceability: stress analysis; structural analysis.
DOI:
10.14359/10447
Date:
7/1/1986
Abstract:
Describes a stress analysis for cracked, partially prestressed or reinforced concrete sections under symmetric bending and axial load in the servieablity limit state, including the effects of shrinkage, creep, and relaxation. The method covers a large percentage of cases encountered in practice.