Search results for "Neutral axis"

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Analytical prediction of ultimate moment and curvature of RC rectangular sections in compression

2013

This paper presents closed form expressions linking the ultimate bearing capacity to the ultimate curvature of rectangular RC sections subjected to axial load and bending moment acting in one of the two symmetry planes of the section. With respect to possible simplified formulations the following effects are also considered: confinement of the concrete, hardening of the longitudinal reinforcement, and presence of reinforcing bars distributed orthogonally to the neutral axis. The formulation is proposed in dimensional terms after a preliminary definition of the geometrical and mechanical parameters governing the structural response of the class of sections considered. The analytical expressi…

Dimensionless formulationCurvatureUniaxial bendingUltimate stateultimate limit stateBearing capacityRC columnsGeophysicMathematicsCivil and Structural EngineeringTension (physics)business.industryRC columnStructural engineeringBuilding and ConstructionCompression (physics)Geotechnical Engineering and Engineering GeologySymmetry (physics)Moment (mathematics)Settore ICAR/09 - Tecnica Delle CostruzioniRC columns uniaxial bending rectangular cross-sections dimensionless formulation ultimate limit state; RC columns; uniaxial bending; rectangular cross-sections; dimensionless formulation; ultimate limit stateGeophysicsBending momentrectangular cross-sectionsRC columns uniaxial bending rectangular cross-sections dimensionless formulation ultimate limit statebusinessNeutral axis
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An Analytical Step-by-Step Procedure to Derive the Flexural Response of RC Sections in Compression

2013

This paper proposes an analysis procedure able to determine the flexural response of rectangular symmetrically reinforced concrete sections subjected to axial load and uniaxial bending. With respect to the usual numerical approaches, based on the fibre decomposition method, this procedure is based on the use of analytical expressions of the contributions to the equilibrium given by the longitudinal reinforcement and the concrete region in compression, which depend on the neutral axis depth and the curvature at each analysis step. The formulation is developed in dimensionless terms, after a preliminary definition of the geometrical and mechanical parameters involved, so that the results are …

Materials scienceArticle Subjectbusiness.industryTension (physics)Numerical analysisStructural engineeringBendingCurvatureCompression (physics)Settore ICAR/09 - Tecnica Delle CostruzioniFlexural strengthlcsh:TA1-2040RC sections in compression rectangular sections flexural response analytical modelbusinesslcsh:Engineering (General). Civil engineering (General)Civil and Structural EngineeringNeutral axisDimensionless quantityAdvances in Civil Engineering
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