Title:
Ultimate Flexural Capacity of Cracked Polygonal Concrete Sections With Circular Holes Under Biaxial Bending
Author(s):
Troels Brondum-Nielsen
Publication:
Structural Journal
Volume:
84
Issue:
3
Appears on pages(s):
212-215
Keywords:
axial loads; bending; biaxial loads; computer programs; cracking (fracturing); flexural strength; hollow-core slabs; strains; limit state design; openings; partial prestressing; prestressed concrete; prestressing; reinforced concrete; structural analysis;
DOI:
10.14359/2643
Date:
5/1/1987
Abstract:
A method of calculating the ultimate flexural capacity of cracked, fully prestressed, partially prestressed, and nonprestressed arbitrary polygonal concrete sections under biaxial bending is presented. The cross section can be reinforced with any combination of prestressed and nonprestressed reinforcement with individual mechanical properties. The method covers symmetrical and unsymmetrical cross sections and cross sections with polygonal and circular holes. The method is suitable for programmable hand-held calculators.