Search results for "RC circular cross-section"

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Shear strength degradation due to flexural ductility demand in circular RC columns

2014

An analytical model was developed to estimate the shear-strength degradation and the residual capacity of circular reinforced concrete (RC) columns subjected to seismic action. The proposed model is an upgrade of a previously proposed model for axial force $$N$$ , bending moment $$M$$ and shear force $$V$$ ( $$N$$ – $$M$$ – $$V$$ ) interaction domain evaluation for rectangular and circular cross-section RC elements subjected to static loading. The model was extended to the case of circular cross-sections subjected to seismic actions with limitation of the range of variability of the deviation angle between the directions of the stress fields and the crack inclinations, as a function of the …

PierEngineeringRC circular cross-sectionbusiness.industryShear forceBuilding and ConstructionStructural engineeringGeotechnical Engineering and Engineering GeologyShear strength degradationStress (mechanics)Settore ICAR/09 - Tecnica Delle CostruzioniN–M–V domainGeophysicsAmplitudeFlexural strengthPlastic approachBending momentShear strengthRC circular cross-section; N–M–V domains; Plastic approach; Shear strength degradationbusinessDuctilityGeophysicCivil and Structural Engineering

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