Cracking Elements Method for Simulating Complex Crack Growth

The cracking elements method (CEM) is a novel numerical approach for simulating fracture of quasi-brittle materials. This method is built in the framework of conventional finite element method (FEM) based on standard Galerkin approximation, which models the cracks with disconnected cracking segments...

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Main Authors: Zizheng Sun, Xiaoying Zhuang, Yiming Zhang
Format: Article
Language:English
Published: Shahid Chamran University of Ahvaz 2019-05-01
Series:Journal of Applied and Computational Mechanics
Subjects:
Online Access:http://jacm.scu.ac.ir/article_13932_b0baa9b012fe0cd19dd821e1bf7ec7ad.pdf
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spelling doaj-9853a93943be40a488891f6589b979c82020-11-25T01:03:00ZengShahid Chamran University of AhvazJournal of Applied and Computational Mechanics2383-45362383-45362019-05-015Special Issue: Computational Methods for Material Failure55256210.22055/jacm.2018.27589.141813932Cracking Elements Method for Simulating Complex Crack GrowthZizheng Sun0Xiaoying Zhuang1Yiming Zhang2School of Civil and Transportation Engineering, Hebei University of Technology, Xiping Road 5340, 300401 Tianjin, ChinaInstitute of Continuum Mechanics, Leibniz Universit¨at Hannover, Appelstraße 11, 30157 Hannover, Germany | Department of Geotechnical Engineering, Tongji University, Siping Road 1239, 200092 Shanghai, China | State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Siping Road 1239, 200092 Shanghai, ChinaSchool of Civil and Transportation Engineering, Hebei University of Technology, Xiping Road 5340, 300401 Tianjin, ChinaThe cracking elements method (CEM) is a novel numerical approach for simulating fracture of quasi-brittle materials. This method is built in the framework of conventional finite element method (FEM) based on standard Galerkin approximation, which models the cracks with disconnected cracking segments. The orientation of propagating cracks is determined by local criteria and no explicit or implicit representations of the cracks' topology are needed. CEM does not need remeshing technique, cover algorithm, nodal enrichment or specific crack tracking strategies. The crack opening is condensed in local element, greatly reducing the coding efforts and simplifying the numerical procedure. This paper presents numerical simulations with CEM regarding several benchmark tests, the results of which further indicate the capability of CEM in capturing complex crack growths referring propagations of existed cracks as well as initiations of new cracks.http://jacm.scu.ac.ir/article_13932_b0baa9b012fe0cd19dd821e1bf7ec7ad.pdfCracking elements methodFracture analysisQuasi-brittle materialComplex crack growth
collection DOAJ
language English
format Article
sources DOAJ
author Zizheng Sun
Xiaoying Zhuang
Yiming Zhang
spellingShingle Zizheng Sun
Xiaoying Zhuang
Yiming Zhang
Cracking Elements Method for Simulating Complex Crack Growth
Journal of Applied and Computational Mechanics
Cracking elements method
Fracture analysis
Quasi-brittle material
Complex crack growth
author_facet Zizheng Sun
Xiaoying Zhuang
Yiming Zhang
author_sort Zizheng Sun
title Cracking Elements Method for Simulating Complex Crack Growth
title_short Cracking Elements Method for Simulating Complex Crack Growth
title_full Cracking Elements Method for Simulating Complex Crack Growth
title_fullStr Cracking Elements Method for Simulating Complex Crack Growth
title_full_unstemmed Cracking Elements Method for Simulating Complex Crack Growth
title_sort cracking elements method for simulating complex crack growth
publisher Shahid Chamran University of Ahvaz
series Journal of Applied and Computational Mechanics
issn 2383-4536
2383-4536
publishDate 2019-05-01
description The cracking elements method (CEM) is a novel numerical approach for simulating fracture of quasi-brittle materials. This method is built in the framework of conventional finite element method (FEM) based on standard Galerkin approximation, which models the cracks with disconnected cracking segments. The orientation of propagating cracks is determined by local criteria and no explicit or implicit representations of the cracks' topology are needed. CEM does not need remeshing technique, cover algorithm, nodal enrichment or specific crack tracking strategies. The crack opening is condensed in local element, greatly reducing the coding efforts and simplifying the numerical procedure. This paper presents numerical simulations with CEM regarding several benchmark tests, the results of which further indicate the capability of CEM in capturing complex crack growths referring propagations of existed cracks as well as initiations of new cracks.
topic Cracking elements method
Fracture analysis
Quasi-brittle material
Complex crack growth
url http://jacm.scu.ac.ir/article_13932_b0baa9b012fe0cd19dd821e1bf7ec7ad.pdf
work_keys_str_mv AT zizhengsun crackingelementsmethodforsimulatingcomplexcrackgrowth
AT xiaoyingzhuang crackingelementsmethodforsimulatingcomplexcrackgrowth
AT yimingzhang crackingelementsmethodforsimulatingcomplexcrackgrowth
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