Failure simulation of shear‐critical RC columns with non‐ductile detailing under lateral load. (18th November 2016)

• Record Type: Journal Article
• Authors: Lucchini, Andrea; Franchin, Paolo; Kunnath, Sashi
• Is Part Of: Earthquake engineering and structural dynamics. Volume 46:Number 5(2017)
• Page Start: 855
• Page End: 874
• Publication Date: 2016-11-18
• Subjects: 3D finite element modeling -- reinforced concrete member -- shear‐critical column -- collapse simulation -- steel–concrete interface model; Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.2836
• Languages: English
• ISSNs: 0098-8847

Abstract

Summary: Reinforced concrete columns with non‐ductile detailing typically exhibit a softening behavior characterized by severe degradation when subjected to cyclic lateral loads. Whether the response is brittle or ductile, shear failure occurs with an inclined through crack along which sliding occurs coupled with loss of horizontal and vertical load‐bearing capacity of the member. The rapid loss of resistance after the peak strength is reached is because of one or more of the following local failure mechanisms: brittle failure of poorly confined concrete; buckling of longitudinal reinforcing bars because of lack of adequate transverse reinforcement or following opening of stirrups after spalling of cover concrete; bond failure. In this study, a modeling strategy to build a detailed 3D finite element model capable of capturing all of the above‐mentioned local failure mechanisms is presented. In particular, a steel–concrete interface model for representing the interaction within the member between concrete core, cover and longitudinal and transverse reinforcement is proposed. Comparison with results of an experimental test of a shear‐sensitive column demonstrates the effectiveness of the simulation up to failure of the element. Copyright © 2016 John Wiley & Sons, Ltd.