Fracture of concrete structure using simplified meshless method / Y. Dong in Cement and concrete research, Vol. 39 N° 10 (Octobre 2009)  

Public ISBD [article]  inCement and concrete research > Vol. 39 N° 10 (Octobre 2009) . - pp. 966–972 Titre : Fracture of concrete structure using simplified meshless method Type de document : texte imprimé Auteurs : Y. Dong, Auteur ; S. Fang, Auteur ; Y. Zhang, Auteur Année de publication : 2009 Article en page(s) : pp. 966–972 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Computational mechanics  Crack  racture  Meshless  EFG  Material failure  Concrete  Enrichment  Partition of unity Index. décimale : 691 Matériaux de construction. Pièces et parties composantes Résumé : Numerical analysis of fracture in concrete is studied with a simplified meshless method. In this meshless method, the crack is represented by a set of disconnected cohesive crack segments that are required to pass through meshless nodes. The crack method therefore falls in the category of discrete crack methods. However, in contrast to most other methods where the crack is represented as continuous line/surface, no representation of the crack surface is needed. Hence, there is no need to track the crack path. Branching cracks and coalescing cracks are a natural outcome of the analysis and no specific algorithms need to be incorporated to model such complicated events. Besides the simplicity of the method, the accuracy is maintained. This is demonstrated through several examples. DEWEY : 620.13 ISSN : 0008-8846 En ligne : http://www.sciencedirect.com/science/article/pii/S0008884609001458 [article] Fracture of concrete structure using simplified meshless method [texte imprimé] / Y. Dong, Auteur ; S. Fang, Auteur ; Y. Zhang, Auteur . - 2009 . - pp. 966–972. Génie Civil Langues : Anglais (eng) in Cement and concrete research > Vol. 39 N° 10 (Octobre 2009) . - pp. 966–972 Mots-clés : Computational mechanics  Crack  racture  Meshless  EFG  Material failure  Concrete  Enrichment  Partition of unity Index. décimale : 691 Matériaux de construction. Pièces et parties composantes Résumé : Numerical analysis of fracture in concrete is studied with a simplified meshless method. In this meshless method, the crack is represented by a set of disconnected cohesive crack segments that are required to pass through meshless nodes. The crack method therefore falls in the category of discrete crack methods. However, in contrast to most other methods where the crack is represented as continuous line/surface, no representation of the crack surface is needed. Hence, there is no need to track the crack path. Branching cracks and coalescing cracks are a natural outcome of the analysis and no specific algorithms need to be incorporated to model such complicated events. Besides the simplicity of the method, the accuracy is maintained. This is demonstrated through several examples. DEWEY : 620.13 ISSN : 0008-8846 En ligne : http://www.sciencedirect.com/science/article/pii/S0008884609001458

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