Title of article
Analysis of arbitrary composite sections in biaxial bending and axial load
Author/Authors
Vassilis K. Papanikolaou، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2012
Pages
22
From page
33
To page
54
Abstract
A new methodology is presented for the ultimate strength and moment–curvature analysis of arbitrary composite sections under biaxial bending and axial load. The definition of section geometry and material properties can be unconditionally complex, based on an object-oriented implementation. Stress integration is performed using a Green path integral, with an adaptive strain-mapped Gaussian sampling. Derivative-free solution strategies for the calculation of incremental and ultimate response are applied. Results are presented in the form of moment–curvature curves, ultimate strength interaction curves and 3D failure surfaces. The performance of the methodology is demonstrated through various case studies, comparisons and benchmarks.
Keywords
Reinforced concrete , Composite sections , Biaxial bending , stress integration , Ultimate strength , Moment–curvature
Journal title
Computers and Structures
Serial Year
2012
Journal title
Computers and Structures
Record number
1209377
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