METHODOLOGY FOR MONITORING THE FLEXURAL BEHAV-IOR OF STRUCTURAL CONCRETE MEMBERS WITH UNBONDED INTERNAL STEEL
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DOI: 10.21660/2020.69.5534
Abstract: This paper presents a numerical methodology for a nonlinear analysis model to investigate the complete load vector versus strain vector and the deformational response of structural concrete members reinforced with unbonded post-tensioned steel and conventional… read more here.
Keywords: methodology; structural concrete; nonprestressed steel; steel ... See more keywords