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نمایش تعداد 1-10 از 65

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    A meshless local Petrov–Galerkin method for nonlinear dynamic analyses of hyper-elastic FG thick hollow cylinder with Rayleigh damping 

    نوع: Journal Paper
    نویسنده : محمدحسین قدیری راد; فرزاد شهابیان مقدم; سیدمحمود حسینی; Mohammad Hossein Ghadiry Rad; Farzad Shahabian Moghadam; Seyed Mahmoud Hosseini
    سال: 2015
    خلاصه:

    This paper is devoted to the geometrically nonlinear analysis of a functionally graded (FG) thick hollow cylinder with Rayleigh damping. The hollow cylinder is subjected to axisymmetric mechanical shock loading on its bounding surfaces. First...

    A triangular shell element for geometrically nonlinear analysis 

    نوع: Journal Paper
    نویسنده : محمد رضائی پژند; الیاس اعرابی; امیررضا مسعودی; Mohaamad Rezaiee Pajand; elias arabi; Amirreza Masoodi
    سال: 2018
    خلاصه:

    In this paper, a geometrically nonlinear formulation for a six-node triangular shell element is proposed.

    Total Lagrangian formulation is utilized to consider large displacements and rotations in the shell ...

    Nonlinear Edge Effect Analysis Of Laminated Beams With Piezoelectric Layers 

    نوع: Conference Paper
    نویسنده : مسعود طهانی; مجتبی ایزدی; Masoud Tahani; Mojtaba Izadi
    سال: 2008
    خلاصه:

    An analytical solution is presented to determine the interlaminar stresses of general cross-ply laminated

    beams with piezoelectric layers. The displacement field is assumed within the framework of a third-order

    shear ...

    Proposed Algorithm to Accelerate the Anisotropic Rankine-Hill Model in Nonlinear Analysis of Masonry Structures 

    نوع: Conference Paper
    نویسنده : Yaghoubifar, A; Tasnimi, A.A
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    Nonlinear inelastic static analysis of frames with numerically generated tangent stiffness matrices 

    نوع: Journal Paper
    نویسنده : رضا خواجوی; Reza Khajavi
    سال: 2013
    خلاصه:

    For the nonlinear analysis of structures using the well known Newton-Raphson Method, the tangent

    stiffness matrices of the elements must be constructed in each iteration. Due to the high expense requiredto find the exact tangent stiffness...

    Nonlinear Analysis of Functionally Graded Beams 

    نوع: Journal Paper
    نویسنده : مسعود طهانی; محمد امین ترابی زاده; فریدون; Masoud Tahani
    سال: 2006
    خلاصه:

    Purpose: It is the intention of the present study to examine the effect of geometric nonlinearity on displacements

    and stresses in beams made of functionally graded materials (FGMs) subjected to thermo-mechanical ...

    A fast and accurate dynamic relaxation scheme 

    نوع: Journal Paper
    نویسنده : محمد رضائی پژند; محمد محمدی خاتمی; Mohaamad Rezaiee Pajand; Mohammad Mohammadi Khatami
    سال: 2019
    خلاصه:

    Dynamic relaxation method (DRM) is one of the suitable numerical procedures for nonlinear structural analysis. Adding the fictitious inertia and damping forces to the static equation, and turning it to the dynamic system, ...

    Geometrical nonlinear analysis of structures using residual variables 

    نوع: Journal Paper
    نویسنده : محمد رضائی پژند; راحله ناصریان هنزایی; حسین افشاری مقدم; Mohaamad Rezaiee Pajand; Rahele Naserian; Hossein Afsharimoghadam
    سال: 2019
    خلاصه:

    The capability of nonlinear analysis methods in tracing the equilibrium path depends on how to return to static status. In this paper, some residual factors existed in the iteration steps are employed. By setting the

    residual load parameter...

    Highly accurate family of time integration method 

    نوع: Journal Paper
    نویسنده : محمد رضائی پژند; سیدامیرحسین اصفهانی; مهدی کریمی راد; Mohaamad Rezaiee Pajand; Amirhossein Esfehani; Mahdi Karimi-Rad
    سال: 2018
    خلاصه:

    In this study, the acceleration vector in each time step is assumed to be a mth order time polynomial. By using the initial conditions, satisfying the equation of motion at both ends of the time step and minimizing the ...

    Nonprismatic beam and column design tables for nanlinear analysis 

    نوع: Journal Paper
    نویسنده : محمد رضائی پژند; محمد مؤیدیان; Mohaamad Rezaiee Pajand; - -
    سال: 1995
    خلاصه:

    Nonprismatic thin walled beams and columns, which are used by the designers, can not be analyzed for stability by classical methods. In order to find the critical loads for such members, a geometrical nonlinear analysis is required. This numerical...

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