نتایج جستجو برای: gdq method

تعداد نتایج: 1630110  

H. Moslemi Naein, Mehdi Tajdari, Siamak Mazdak V. Panahi Zadeh

In this paper, buckling of orthotropic rectangular plates under different loadings was investigated. For this reason, governing buckling equations for an isotropic plate were modified by applying constitutive equations of orthotropic materials. After obtaining the equations of orthotropic plates, Generalized Differential Quadrature method (GDQM) was applied on buckling equations and thus a set ...

Journal: :Applied sciences 2021

In this work, we study the vibration and bending response of functionally graded graphene platelets reinforced composite (FG-GPLRC) rectangular plates embedded on different substrates thermal conditions. The governing equations problem along with boundary conditions are determined by employing minimum total potential energy Hamilton’s principle, within a higher-order shear deformation theoretic...

Abstract   In this paper elastoplastic buckling of rectangular plates with different boundary conditions are investigated. Differential governing equations of plate are obtained on the basis of general loading and according to deformation theory (DT) of plasticity. Various loading conditions contain uniaxial, biaxial and shear are studied. The employed material is AL7075T6 which is usually used...

The microtubes are important structures in nano electromechanical system .in this study a nonlocal model is presented to investigate the static torsion behavior of microtubes made of bi-directional factionally graded material (BDFGM) subjected to a longitudinal magnetic field. Mechanical properties of BDFGM microtube varies in the radial and longitudinal direction according to an arbitrary func...

2017
Mohammad Nejati Rossana Dimitri Francesco Tornabene Mohammad Hossein Yas

We study the thermal buckling behavior of cylindrical shells reinforced with Functionally Graded (FG) wavy Carbon NanoTubes (CNTs), stiffened by stringers and rings, and subjected to a thermal loading. The equilibrium equations of the problem are built according to the Third-order Shear Deformation Theory (TSDT), whereas the stiffeners are modeled as Euler Bernoulli beams. Different types of FG...

2017
Francesco Tornabene Nicholas Fantuzzi Michele Bacciocchi

A mathematical scheme is proposed here to model a damaged mechanical configuration for laminated and sandwich structures. In particular, two kinds of functions defined in the reference domain of plates and shells are introduced to weaken their mechanical properties in terms of engineering constants: a two-dimensional Gaussian function and an ellipse shaped function. By varying the geometric par...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه تربیت مدرس - دانشکده مهندسی مکانیک 1394

مدلسازی، حل معادلات غیرخطی حاکم، شناسایی و کنترل مقاوم یک بازوی انعطاف پذیر هدف این رساله است. پس از مدلسازی غیرخطی با ابزار قرتمندی بنام مشتق عمومی فرچت به خطی سازی معادلات پرداخته و سپس با روش مشتق درونیاب تعمیم یافته، حل عددی معادلات انجام شده است. از نطر شناسایی نیز توابع تبدیل متعددی برای نشان دادن سیستم حاکم بدست آمده اند که نتایج بدست آمده هم تئوری و هم تجربی بوده اند. پس از شناسایی به ا...

Journal: :Composite Structures 2021

In the present paper, a novel unconstrained higher-order theory (UCHOT) is applied to analyse free vibration of cylindrical sandwich shells with nanocomposite face sheets reinforced graphene platelets. UCHOT considers shear and thickness deformations. It assumed that cylinder includes soft core which embedded between functionally graded platelets composites (FG-GPLRC). FG-GPLRC sheet consists s...

Journal: :Cmes-computer Modeling in Engineering & Sciences 2022

The article proposes an Equivalent Single Layer (ESL) formulation for the linear static analysis of arbitrarily-shaped shell structures subjected to general surface loads and boundary conditions. A parametrization physical domain is provided by employing a set curvilinear principal coordinates. generalized blending methodology accounts distortion structure so that disparate geometries can be co...

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