Nonlinear FEM considering concrete damaged plasticity for beam-to-column joints with bolted metal plates

This study investigates the performance of mechanical beam–column joints with bolted endplates and grouted concrete fillers in reinforced concrete (RC) frames. Investigations were conducted using nonlinear finite element analyses (FEA) considering concrete damaged plasticity. Numerical models were c...

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Bibliographic Details

Published in:	Journal of Asian Architecture and Building Engineering
Main Authors:	Won-Kee Hong, Tien Dat Pham
Format:	Article
Language:	English
Published:	Taylor & Francis Group 2025-04-01
Subjects:	beam–column joint bolted endplate grouted concrete precast concrete concrete damaged plasticity
Online Access:	http://dx.doi.org/10.1080/13467581.2025.2490848