کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
513880 866665 2013 17 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Wrinkle development analysis in thin sail-like structures using MITC shell finite elements
کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
Wrinkle development analysis in thin sail-like structures using MITC shell finite elements
چکیده انگلیسی

We propose a method of modelling sail type structures which captures the wrinkling behaviour of such structures. The method is validated through experimental and analytical test cases, particularly in terms of wrinkling prediction. An enhanced wrinkling index is proposed as a valuable measure characterizing the global wrinkling development on the deformed structure. The method is based on a pseudo-dynamic finite element procedure involving non-linear MITC shell elements. The major advantage compared to membrane models generally used for this type of analysis is that no ad hoc wrinkling model is required to control the stability of the structure. We demonstrate our approach to analyse the behaviour of various structures with spherical and cylindrical shapes, characteristic of downwind sails over a rather wide range of shape and constitutive parameters. In all cases convergence is reached and the overall flying shape is most adequately represented, which shows that our approach is a most valuable alternative to standard techniques to provide deeper insight into the physical behaviour. Limitations appear only in some very special instances in which local wrinkling-related instabilities are extremely high and would require specific additional treatments, out of the scope of the present study.


► New method for modelling sail type structures in the presence of wrinkling.
► Based on MITC shells and pseudo-dynamic procedure, with no ad hoc wrinkling.
► Validation against experimental case.
► Parametric study performed, with most adequate flying shapes obtained.
► Wrinkling most adequately captured, except for very high physical instabilities.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Finite Elements in Analysis and Design - Volume 64, February 2013, Pages 48–64
نویسندگان
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