کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
780062 1464982 2015 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Buckling behaviour of laminated composite skew plates with various boundary conditions subjected to linearly varying in-plane edge loading
ترجمه فارسی عنوان
رفتار خمشی از صفحات چسبناک کامپوزیتی لمینت با شرایط مرزی مختلف تحت بارگذاری خطی در لبه خطی
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی مکانیک
چکیده انگلیسی


• Buckling of composite skew plates.
• Linearly varying in-plane loading.
• Gram–Schmidt orthogonalization process.
• Boundary Characteristics Orthonormal Polynomials.

In the present study, the buckling behaviour of laminated composite skew plates with different boundary conditions subjected to linearly varying in-plane loads are presented. The skew plate is modelled based on higher order shear deformation theory, which accurately predicts the buckling behaviour for the thick plate. The in-plane stress distribution within the skew plate due to linearly varying in-plane load is equal to the applied in-plane edge load in the pre-buckling range. Using these in-plane stress distributions, the total potential energy functional is formulated. Total potential energy is a function of the total strain energy of skew plate and potential energy due to in-plane stress distributions. The total strain energy of skew plate contains membrane energy, bending energy, additional bending energy due to additional change in curvature and shear energy due to shear deformation, respectively. The total potential energy functionals mapped from physical domain to computational domain over which a set of orthonormal polynomials satisfying the essential boundary conditions is generated by Gram–Schmidt orthogonalization process. Using a Rayleigh-Ritz method in conjunction with Boundary Characteristics Orthonormal Polynomials, the total potential energy functional is converted into sets of algebraic equations. Finally, these algebraic equations are rearranged as a linear eigenvalue problem, which is solved to obtain the critical buckling loads. The numerical results are presented for different skew angles, boundary conditions, length to thickness ratios, aspect ratios and in-plane loadings. It is observed that the critical buckling load increase with the increase of skew angle as well as change in the mode shape at a lower aspect ratio with the increase of skew angle.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Mechanical Sciences - Volume 100, September 2015, Pages 136–144
نویسندگان
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