کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
509639 865645 2015 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Dynamic analysis of multi-cracked Euler–Bernoulli beams with gradient elasticity
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
Dynamic analysis of multi-cracked Euler–Bernoulli beams with gradient elasticity
چکیده انگلیسی


• The dynamic analysis of multi-cracked gradient-elastic beams is presented.
• Beam’s exact solutions under static point loads are used as Galerkin base functions.
• The non-local model includes two length-scale parameters for strain and stress.
• Beams with any number of cracks and any boundary conditions can be studied.
• Microstructural effects increase with the modal wavelength over length-scale ratio.

A Galerkin-type approach is presented and numerically validated for the vibration analysis of non-local slender beams with multiple cracks, in which a hybrid gradient elasticity (HGE) model accounts for the microstructural effects. It is shown that: (i) a smoother and more realistic profile of beam’s rotations is obtained at the damaged locations; (ii) independently of support restraints and damage scenarios, only four boundary conditions are required, meaning that the computational effort does not increase with the number of cracks; (iii) the microstructural effects become significant when the modal wave lengths are less then about forty times the HGE length-scale parameters.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers & Structures - Volume 161, December 2015, Pages 64–76
نویسندگان
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