An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures

An adaptive isogeometric-meshfree (AIMF) coupling approach is proposed to predict the limit load factors of cracked structures. The concept of the present approach, which relies on forming an equivalence between the isogeometric analysis (IGA) and moving least-squares meshfree method, is developed b...

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Main Authors: Huang, Jiazhao, Nhon Nguyen-Thanh, Li, Weidong, Zhou, Kun
Other Authors: School of Mechanical and Aerospace Engineering
Format: Article
Language:English
Published: 2022
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Online Access:https://hdl.handle.net/10356/154895
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1548952022-01-13T03:59:14Z An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures Huang, Jiazhao Nhon Nguyen-Thanh Li, Weidong Zhou, Kun School of Mechanical and Aerospace Engineering School of Electrical and Electronic Engineering Engineering::Electrical and electronic engineering Engineering::Mechanical engineering Plasticity Adaptive An adaptive isogeometric-meshfree (AIMF) coupling approach is proposed to predict the limit load factors of cracked structures. The concept of the present approach, which relies on forming an equivalence between the isogeometric analysis (IGA) and moving least-squares meshfree method, is developed based on the reproducing conditions, resulting in a unified formulation of the basis functions. Thereby, the refinement of IGA can be implemented in a straightforward meshfree manner for limit analysis problems. The adaptivity of refinement is realized by adopting an indicator of plastic dissipation to automatically identify the material regions associated with the dissipated work greater than a predefined threshold. Subsequently, the marked meshes are refined through the insertion of linear reproducing points. Enrichment functions are further introduced to the present approach for crack modelling. The resulting optimization formulation of limit analysis is re-expressed in the form of second-order cone programming which can be effectively tackled by the interior-point solvers. Through a series of numerical examples, the present approach has been proven to achieve both high convergence rates and accurate simulation results. Nanyang Technological University National Research Foundation (NRF) This research work was conducted in the SMRT-NTU Smart Urban Rail Corporate Laboratory with funding support from the National Research Foundation (NRF), Singapore, SMRT, Singapore and Nanyang Technological University, Singapore. 2022-01-13T03:59:14Z 2022-01-13T03:59:14Z 2020 Journal Article Huang, J., Nhon Nguyen-Thanh, Li, W. & Zhou, K. (2020). An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures. Theoretical and Applied Fracture Mechanics, 106, 102426-. https://dx.doi.org/10.1016/j.tafmec.2019.102426 0167-8442 https://hdl.handle.net/10356/154895 10.1016/j.tafmec.2019.102426 2-s2.0-85076970352 106 102426 en Theoretical and Applied Fracture Mechanics © 2019 Elsevier Ltd. All rights reserved
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Electrical and electronic engineering
Engineering::Mechanical engineering
Plasticity
Adaptive
spellingShingle Engineering::Electrical and electronic engineering
Engineering::Mechanical engineering
Plasticity
Adaptive
Huang, Jiazhao
Nhon Nguyen-Thanh
Li, Weidong
Zhou, Kun
An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures
description An adaptive isogeometric-meshfree (AIMF) coupling approach is proposed to predict the limit load factors of cracked structures. The concept of the present approach, which relies on forming an equivalence between the isogeometric analysis (IGA) and moving least-squares meshfree method, is developed based on the reproducing conditions, resulting in a unified formulation of the basis functions. Thereby, the refinement of IGA can be implemented in a straightforward meshfree manner for limit analysis problems. The adaptivity of refinement is realized by adopting an indicator of plastic dissipation to automatically identify the material regions associated with the dissipated work greater than a predefined threshold. Subsequently, the marked meshes are refined through the insertion of linear reproducing points. Enrichment functions are further introduced to the present approach for crack modelling. The resulting optimization formulation of limit analysis is re-expressed in the form of second-order cone programming which can be effectively tackled by the interior-point solvers. Through a series of numerical examples, the present approach has been proven to achieve both high convergence rates and accurate simulation results.
author2 School of Mechanical and Aerospace Engineering
author_facet School of Mechanical and Aerospace Engineering
Huang, Jiazhao
Nhon Nguyen-Thanh
Li, Weidong
Zhou, Kun
format Article
author Huang, Jiazhao
Nhon Nguyen-Thanh
Li, Weidong
Zhou, Kun
author_sort Huang, Jiazhao
title An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures
title_short An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures
title_full An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures
title_fullStr An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures
title_full_unstemmed An adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures
title_sort adaptive isogeometric-meshfree coupling approach for the limit analysis of cracked structures
publishDate 2022
url https://hdl.handle.net/10356/154895
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