Title:
Ultimate Flexural Capacity of Partially or Fully Prestressed Cracked ArbitraryConcrete Sections Under Axial Load Combinedwith biaxial bending
Author(s):
Troels Brondum-Nielson
Publication:
Concrete International
Volume:
5
Issue:
1
Appears on pages(s):
75-78
Keywords:
axial loads; bending; biaxial loads; computer programs; cracking (fracturing); flexural strength; limit state design; loads (forces); partial prestressing; prestressed concrete; prestressing; reinforced concrete; strains; structural analysis.
DOI:
Date:
1/1/1983
Abstract:
Presents a calculation method. The corresponding program can be stored on magnetic cards for hand-held calculators. The same problem for nonpre-stressed sections has been treated in a previous paper, and the same notation and sign convention have therefore been adopted in this extension to mixed reinforcement with arbitrary stress-strain rela-tionships.