Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/154594
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dc.contributor.authorLi, Weidongen_US
dc.contributor.authorNhon, Nguyen-Thanhen_US
dc.contributor.authorHuang, Jiazhaoen_US
dc.contributor.authorZhou, Kunen_US
dc.date.accessioned2021-12-29T01:21:25Z-
dc.date.available2021-12-29T01:21:25Z-
dc.date.issued2020-
dc.identifier.citationLi, W., Nhon, N., Huang, J. & Zhou, K. (2020). Adaptive analysis of crack propagation in thin-shell structures via an isogeometric-meshfree moving least-squares approach. Computer Methods in Applied Mechanics and Engineering, 358, 112613-. https://dx.doi.org/10.1016/j.cma.2019.112613en_US
dc.identifier.issn0045-7825en_US
dc.identifier.urihttps://hdl.handle.net/10356/154594-
dc.description.abstractThis paper reports an isogeometric-meshfree moving least-squares approach for the adaptive analysis of crack propagation in thin-shell structures within the context of linear elastic fracture mechanics. The present approach is developed based on the equivalence of the moving least-squares meshfree shape functions and the isogeometric basis functions, which provides an effective strategy of adaptive mesh refinement for isogeometric analysis (IGA) in a straightforward meshfree manner. The adaptivity of the mesh refinement is achieved by utilizing a gradient-based error estimator to identify the meshes that need to be refined by adding linear reproducing points. The Kirchhoff–Love theory is further applied in the isogeometric-meshfree moving least-squares formulation to simplify the modeling of cracked thin-shell structures by neglecting the rotational degrees of freedom. In this way, the singularity of stress fields near the crack tip and the discontinuity of displacement fields around the crack surface can be efficiently captured by the adaptive mesh refinement to generate accurate results. A series of two-dimensional static and quasi-static crack propagation problems of thin-shell structures are investigated. It is found that the adaptive refinement strategy makes the present approach achieve higher convergence rate and computational efficiency than IGA and the meshfree method. The predicted propagation paths obtained by the present approach are in good agreement with the previously reported results.en_US
dc.description.sponsorshipNanyang Technological Universityen_US
dc.description.sponsorshipNational Research Foundation (NRF)en_US
dc.language.isoenen_US
dc.relationM4061892en_US
dc.relation.ispartofComputer Methods in Applied Mechanics and Engineeringen_US
dc.rights⃝© 2019 Elsevier B.V. All rights reserved.en_US
dc.subjectEngineering::Mechanical engineeringen_US
dc.subjectEngineering::Electrical and electronic engineeringen_US
dc.titleAdaptive analysis of crack propagation in thin-shell structures via an isogeometric-meshfree moving least-squares approachen_US
dc.typeJournal Articleen
dc.contributor.schoolSchool of Mechanical and Aerospace Engineeringen_US
dc.contributor.schoolSchool of Electrical and Electronic Engineeringen_US
dc.identifier.doi10.1016/j.cma.2019.112613-
dc.identifier.scopus2-s2.0-85072210828-
dc.identifier.volume358en_US
dc.identifier.spage112613en_US
dc.subject.keywordsAdaptivityen_US
dc.subject.keywordsIsogeometric Analysisen_US
dc.description.acknowledgementThis research work was conducted in the SMRT-NTU Smart Urban Rail Corporate Laboratory with funding support from the National Research Foundation (NRF), SMRT and Nanyang Technological University (Grant No. M4061892) under the Corp Lab @University Scheme.en_US
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