Serviceability Limit State Analysis of Cracked, Partially Prestressed, or Reinforced Concrete Sections under Symmetric Bending

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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.

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.