XFEM-Based Multiscale Simulation on Monotonic and Hysteretic Behavior of Reinforced-Concrete Columns

XFEM-Based Multiscale Simulation on Monotonic and Hysteretic Behavior of Reinforced-Concrete Columns

The extended finite element method (XFEM) is efficient in simulating crack initiation and its evolution process for reinforced-concrete (RC) structures due to its ability to solve fracture problems. Moreover, the multiscale numerical simulation helps understand global and local failure behavior of R...

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Bibliographic Details
Main Authors:	Hongbing Chen, Bin Xu, Jiang Wang, Xin Nie, Yi-Lung Mo
Format:	Article
Language:	English
Published:	MDPI AG 2020-11-01
Series:	Applied Sciences
Subjects:	reinforced concrete columns multiscale numerical simulation extended finite element method (XFEM) material subroutine random aggregate method (RAM) crack behavior
Online Access:	https://www.mdpi.com/2076-3417/10/21/7899

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