{"title":"简化应变梯度弹性裂纹问题的富集c1有限元","authors":"Yury Solyaev, Vasiliy Dobryanskiy","doi":"10.1002/nme.70081","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>We present a new type of triangular <span></span><math>\n <semantics>\n <mrow>\n <msup>\n <mrow>\n <mi>C</mi>\n </mrow>\n <mrow>\n <mn>1</mn>\n </mrow>\n </msup>\n </mrow>\n <annotation>$$ {C}^1 $$</annotation>\n </semantics></math> finite element developed for plane strain crack problems within the framework of simplified strain gradient elasticity (SGE). The finite element space incorporates a conventional fifth-degree polynomial interpolation originally developed for plate bending problems and later adopted for SGE. Enrichment is performed by adding near-field analytic SGE solutions for crack problems, preserving <span></span><math>\n <semantics>\n <mrow>\n <msup>\n <mrow>\n <mi>C</mi>\n </mrow>\n <mrow>\n <mn>1</mn>\n </mrow>\n </msup>\n </mrow>\n <annotation>$$ {C}^1 $$</annotation>\n </semantics></math> continuity of interpolation at the mesh nodes. This allows us an accurate representation of strain and stress fields near the crack tip and enables direct calculation of the amplitude factors of the SGE asymptotic solution, along with the corresponding value of the J-integral (energy release rate). The improved convergence of the proposed formulation is demonstrated for mode I and mode II problems. Size effects on the amplitude factors and the J-integral are also evaluated. It is found that the amplitude factors of the SGE asymptotic solution exhibit a linear dependence on crack size for relatively large cracks.</p>\n </div>","PeriodicalId":13699,"journal":{"name":"International Journal for Numerical Methods in Engineering","volume":"126 13","pages":""},"PeriodicalIF":2.9000,"publicationDate":"2025-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Enriched \\n \\n \\n \\n C\\n \\n \\n 1\\n \\n \\n Finite Elements for Crack Problems in Simplified Strain Gradient Elasticity\",\"authors\":\"Yury Solyaev, Vasiliy Dobryanskiy\",\"doi\":\"10.1002/nme.70081\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div>\\n \\n <p>We present a new type of triangular <span></span><math>\\n <semantics>\\n <mrow>\\n <msup>\\n <mrow>\\n <mi>C</mi>\\n </mrow>\\n <mrow>\\n <mn>1</mn>\\n </mrow>\\n </msup>\\n </mrow>\\n <annotation>$$ {C}^1 $$</annotation>\\n </semantics></math> finite element developed for plane strain crack problems within the framework of simplified strain gradient elasticity (SGE). The finite element space incorporates a conventional fifth-degree polynomial interpolation originally developed for plate bending problems and later adopted for SGE. Enrichment is performed by adding near-field analytic SGE solutions for crack problems, preserving <span></span><math>\\n <semantics>\\n <mrow>\\n <msup>\\n <mrow>\\n <mi>C</mi>\\n </mrow>\\n <mrow>\\n <mn>1</mn>\\n </mrow>\\n </msup>\\n </mrow>\\n <annotation>$$ {C}^1 $$</annotation>\\n </semantics></math> continuity of interpolation at the mesh nodes. This allows us an accurate representation of strain and stress fields near the crack tip and enables direct calculation of the amplitude factors of the SGE asymptotic solution, along with the corresponding value of the J-integral (energy release rate). The improved convergence of the proposed formulation is demonstrated for mode I and mode II problems. Size effects on the amplitude factors and the J-integral are also evaluated. It is found that the amplitude factors of the SGE asymptotic solution exhibit a linear dependence on crack size for relatively large cracks.</p>\\n </div>\",\"PeriodicalId\":13699,\"journal\":{\"name\":\"International Journal for Numerical Methods in Engineering\",\"volume\":\"126 13\",\"pages\":\"\"},\"PeriodicalIF\":2.9000,\"publicationDate\":\"2025-07-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal for Numerical Methods in Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/nme.70081\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical Methods in Engineering","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/nme.70081","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
Enriched
C
1
Finite Elements for Crack Problems in Simplified Strain Gradient Elasticity
We present a new type of triangular finite element developed for plane strain crack problems within the framework of simplified strain gradient elasticity (SGE). The finite element space incorporates a conventional fifth-degree polynomial interpolation originally developed for plate bending problems and later adopted for SGE. Enrichment is performed by adding near-field analytic SGE solutions for crack problems, preserving continuity of interpolation at the mesh nodes. This allows us an accurate representation of strain and stress fields near the crack tip and enables direct calculation of the amplitude factors of the SGE asymptotic solution, along with the corresponding value of the J-integral (energy release rate). The improved convergence of the proposed formulation is demonstrated for mode I and mode II problems. Size effects on the amplitude factors and the J-integral are also evaluated. It is found that the amplitude factors of the SGE asymptotic solution exhibit a linear dependence on crack size for relatively large cracks.
期刊介绍:
The International Journal for Numerical Methods in Engineering publishes original papers describing significant, novel developments in numerical methods that are applicable to engineering problems.
The Journal is known for welcoming contributions in a wide range of areas in computational engineering, including computational issues in model reduction, uncertainty quantification, verification and validation, inverse analysis and stochastic methods, optimisation, element technology, solution techniques and parallel computing, damage and fracture, mechanics at micro and nano-scales, low-speed fluid dynamics, fluid-structure interaction, electromagnetics, coupled diffusion phenomena, and error estimation and mesh generation. It is emphasized that this is by no means an exhaustive list, and particularly papers on multi-scale, multi-physics or multi-disciplinary problems, and on new, emerging topics are welcome.