کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
7211818 1469334 2018 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
High performance 3-node shell element for linear and geometrically nonlinear analysis of composite laminates
ترجمه فارسی عنوان
عنصر پوسته سه عاملی بالا برای تحلیل خطی و هندسی غیر خطی لمینیت کامپوزیت
کلمات کلیدی
عنصر پوسته مثلثی، شکاف برشی گسسته، فرضیه های طبیعی انحرافی، ورقه ورقه های تقویت شده با فیبر، فرمول همزمانی،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی (عمومی)
چکیده انگلیسی
Thin-walled structures hold primacy among modern engineering structures. All the advantages offered by the curved geometry and thinness of the walls come even more to the fore when combined with exquisite properties of fiber-reinforced composite laminates. Directionally dependant material properties open vast possibilities for tailoring global structural properties and, therewith, optimization. Successful design of such structures calls for high performance shell type finite elements. This paper presents a linear triangular shell element based on the equivalent single-layer approach and the first-order shear deformation theory. The shear locking effect is resolved by the descrete shear gap (DSG) approach combined with the cell smoothing technique. To improve the element performance with respect to the membrane behavior, the assumed natural deviatoric strains (ANDES) formulation is applied, with necessary modifications to meet the requirements of curved structures with anisotropic material properties. Geometric nonlinearities are addressed by the co-rotational formulation. Examples demonstrate the element applicability and performance.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composites Part B: Engineering - Volume 151, 15 October 2018, Pages 118-126
نویسندگان
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