کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
9668256 | 865884 | 2005 | 14 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
On the efficient implementation of an elastoplastic damage model for large-scale analyses of material failure: a multiscale approach
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
مهندسی کامپیوتر
نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: On the efficient implementation of an elastoplastic damage model for large-scale analyses of material failure: a multiscale approach On the efficient implementation of an elastoplastic damage model for large-scale analyses of material failure: a multiscale approach](/preview/png/9668256.png)
چکیده انگلیسی
This paper is concerned with an efficient implementation of material models suitable for the analyses of large-scale engineering problems. Based on the enhanced assumed strain concept (EAS), the final failure kinematics of solids associated with a small-scale are incorporated into the large-scale phenomenological macroscopic constitutive equations. To model the structural response realistically both plastic strains as well as damage-induced stiffness degradation are taken into account. In contrast to the original EAS concept, the parameters defining the enhanced strains are condensed out at the material level. The presented constitutive and numerical framework is applicable to a broad range of different localization phenomena including mode-I, mode-II and mixed-mode material failure. The applicability and the performance of the proposed finite element formulation is investigated by means of a re-analysis of a two-dimensional L-shaped slab as well as by means of a three-dimensional ultimate load analysis of a notched concrete beam subjected to an eccentric load.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers & Structures - Volume 83, Issues 4â5, January 2005, Pages 369-382
Journal: Computers & Structures - Volume 83, Issues 4â5, January 2005, Pages 369-382
نویسندگان
J. Mosler,