کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
498452 862995 2011 14 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
A partial hybrid stress solid-shell element for the analysis of laminated composites
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
A partial hybrid stress solid-shell element for the analysis of laminated composites
چکیده انگلیسی

In this paper we introduce a low order partial hybrid stress solid-shell element based on the composite energy functional for the analysis of laminated composite structures. This solid-shell element has eight nodes with only displacement degrees of freedoms, and three-dimensional constitutive models can be directly employed in the present formulation without any additional treatment. The assumed interlaminar stress field provides very accurate interlaminar stress calculation through the element thickness. These elements can be stacked on top of each other to model multilayer structures, fulfilling the interlaminar stress continuity at the interlayer surfaces and zero traction conditions on the top and bottom surfaces of the laminate. The present solid-shell does not show the transverse shear, trapezoidal and thickness locking phenomenon, and passes both the membrane and the bending patch tests. To assess the present formulation’s accuracy, a variety of popular numerical benchmark examples related to element convergence, mesh distortion, shell and laminated composite analyses are investigated and the results are compared with those available in the literature. The numerical results show the accuracy of the presented solid-shell element for the analysis of laminated composites.


► We present a versatile low-order partial hybrid stress solid-shell element.
► The element formulation is based on the composite energy functional.
► The element is suitable for the analysis of homogenous and layered shell structures.
► Accurate interlaminar stress field can be determined in laminated composites.
► Element is locking-free, shows good convergence and insensitive to mesh distortions.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computer Methods in Applied Mechanics and Engineering - Volume 200, Issues 49–52, 1 December 2011, Pages 3526–3539
نویسندگان
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