Computerised interaction diagrams and moment capacity contours for composite steel–concrete cross-sections - Chiorean, C.G. (Engineering structures, 2010)
Keywords: Applied sciences; Arc-length method; Biaxial bending; Building structure; Buildings. Public works; Composite cross-sections; Compressing; Computer programs; Construction (buildings and works); Contours; Cross sections; Exact sciences and technology; Fully yield surfaces; Interaction diagrams; Mathematical analysis; Mathematical models; Steel-concrete composite structure; Strain softening; Stresses. Safety; Structural analysis. Stresses; Ultimate strength analysis; Ultimate tensile strength; Ultimate strength analysis; Interaction diagrams; Arc-length method; Biaxial bending; Composite cross-sections; Fully yield surfaces; Ultimate strength method; Stress strain relation; Interaction; Modeling; Cross section(geometry); Compressive stress; Composite construction; Capacity; Formulation; Bending moment; Example; Axial load; Mathematical model; Steel concrete