Theoretical approaches for modelling buckling effects in rebars of RC members
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DOI: 10.1007/s10518-017-0184-9
Abstract: Buckling of longitudinal bars in reinforced concrete (RC) members is definitely a critical issue in framed structures subjected to seismic loads. Second order effects can affect the compressive stress–strain law of steel bars, influencing ductility… read more here.
Keywords: theoretical approaches; effects rebars; buckling effects; modelling buckling ... See more keywords