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    Buckling of Laminated Composite Plates with Elastically Restrained Boundary Conditions

    , M.Sc. Thesis Sharif University of Technology Rahgozar, Meysam (Author) ; Kochakzadeh, Mohammad Ali (Supervisor)
    Abstract
    This paper presents a unified solution to buckling analysis of rectangular symmetrically laminated composite plates with elastically restrained edges. The plates are subjected to biaxial compression and boundary conditions are simulated by employing uniform distribution of linear and rotational springs at all edges. The buckling loads and corresponding mode shapes are obtained based on classical lamination theory and using the Ritz method with simple polynomials as deflection function without any auxiliary functions. The verifications of current study are carried out with available combinations of classic boundary conditions in the literature. Through parametric study with wide range of... 

    Numerical Study of the Behavior of Two-Dimensional Materials with Microstructure Bistability

    , M.Sc. Thesis Sharif University of Technology Talebpour Parizi, Mohammad (Author) ; Arghavani Hadi, Jamal (Supervisor)
    Abstract
    In the present study, the energy absorption mechanism is presented that used in two-dimensional microstructures. By studying the angular geometric parameters and the narrow ratio of the tilted members, we can use the property of the geometry of the structure to be bistable. In this way, there can be two stable geometries with different energies, which enters energy into the structure, such as the phase transformation to the second geometry that has more energy. By changing the geometric parameters, the deformed state can be stable or unstable. Because of the complex geometries that exist in this mechanism, additive production methods are more effective than geometric ratios or sharp points... 

    Stability of Atherosclerotic Arteries Using Fluid-structure Interaction

    , M.Sc. Thesis Sharif University of Technology Manzoori, Amir Hossein (Author) ; Fallah, Famida (Supervisor)
    Abstract
    Tortuosity is an abnormality that may occur in some arteries, such as carotid. It can reduce the blood flow to distal organs, and even in severe cases, causes ischemia and stroke. Tortuosity can be congenital or occurs due to hypertension and reduced axial pre-stretch of artery, in which case called buckling. Since atherosclerotic plaques disrupt the normal pattern of blood flow, and thus make the artery more susceptible to buckling, in this study, the effect of atherosclerotic plaques on arterial stability has been investigated using computational simulation of fluid-structure interaction under pulsatile flow and large deformation. Ideal geometry of normal and atherosclerotic carotid artery... 

    Thermal buckling behavior of two-dimensional imperfect functionally graded microscale-tapered porous beam

    , Article Journal of Thermal Stresses ; Volume 40, Issue 10 , 2017 , Pages 1201-1214 ; 01495739 (ISSN) Mirjavadi, S. S ; Matin, A ; Shafiei, N ; Rabby, S ; Mohasel Afshari, B ; Sharif University of Technology
    Abstract
    This article presents a study on the thermal buckling behavior of two-dimensional functionally graded microbeams made of porous materials. The material composition varies along thickness and length of the microbeam based on the power law distribution. The microbeam is modeled within the framework of Euler–Bernoulli beam theory. The microbeam is considered having variable material composition along thickness. The equations are derived using the modified couple stress theory and the solving process is based on the generalized differential quadrature method. The validity of the results is shown through comparison of the results with the results of other published research. © 2017 Taylor &... 

    Experimental evaluation of pinned frame equipped with ribbed bracing system

    , Article Journal of Earthquake Engineering ; 2017 , Pages 1-21 ; 13632469 (ISSN) Mohammadi, H ; Toufigh, V ; Golafshani, A. A ; Arzeytoon, A ; Sharif University of Technology
    Abstract
    This study presents the experimental investigation of half-scale, one-story, one-bay pinned frames equipped with a ribbed bracing system (RBS). The RBS is a newly developed passive control system designed to eliminate buckling and enhance the seismic behavior of structures. Here, mechanical models of this bracing system were designed and constructed. Pinned frames equipped with the RBS were cyclically tested. The hysteretic behavior and energy absorbing capacities of the frames were evaluated. Based on the results, the full plastic capacity of the brace was achieved and no buckling occurred. The RBS frame illustrated proper hysteretic behavior and energy dissipation capacity up to 4% story... 

    Dynamic green function solution of beams under a moving load with different boundary conditions

    , Article Scientia Iranica ; Volume 16, Issue 3 B , 2009 , Pages 273-279 ; 10263098 (ISSN) Mehri, B ; Davar, A ; Rahmani, O ; Sharif University of Technology
    2009
    Abstract
    This paper presents the linear dynamic response of uniform beams with different boundary conditions excited by a moving load, based on the Elder-Bernouli beam theory. Using a dynamic green function, effects of different boundary conditions, velocity of load and other parameters are. assessed and some of the numerical results are compared with those given in the. references. © Sharif University of Technology, June 2009  

    Experimental evaluation of pinned frame equipped with ribbed bracing system

    , Article Journal of Earthquake Engineering ; Volume 23, Issue 8 , 2019 , Pages 1297-1317 ; 13632469 (ISSN) Mohammadi, H ; Toufigh, V ; Golafshani, A. A ; Arzeytoon, A ; Sharif University of Technology
    Taylor and Francis Ltd  2019
    Abstract
    This study presents the experimental investigation of half-scale, one-story, one-bay pinned frames equipped with a ribbed bracing system (RBS). The RBS is a newly developed passive control system designed to eliminate buckling and enhance the seismic behavior of structures. Here, mechanical models of this bracing system were designed and constructed. Pinned frames equipped with the RBS were cyclically tested. The hysteretic behavior and energy absorbing capacities of the frames were evaluated. Based on the results, the full plastic capacity of the brace was achieved and no buckling occurred. The RBS frame illustrated proper hysteretic behavior and energy dissipation capacity up to 4% story... 

    Post-buckling analysis of piezo-magnetic nanobeams with geometrical imperfection and different piezoelectric contents

    , Article Microsystem Technologies ; Volume 25, Issue 9 , 2019 , Pages 3477-3488 ; 09467076 (ISSN) Mirjavadi, S. S ; Forsat, M ; Barati, M. R ; Abdella, G. M ; Hamouda, A. M. S ; Mohasel Afshari, B ; Rabby, S ; Sharif University of Technology
    Springer Verlag  2019
    Abstract
    Thermal post-buckling behavior of a geometrically imperfect/perfect piezo-magnetic nano-scale beams made of two-phase composites is analyzed in the present paper based on nonlocal elasticity theory. For the first time, the material properties of the nanobeam are considered as functions of piezoelectric phase percentage. All previous investigations on piezo-magnetic nanobeams neglect the effect of geometrical imperfection which is very important since the nanobeams are not always ideal or perfect. The post-buckling problem of such nanobeams is solved by introducing an analytical approach to derive buckling temperatures. The present solution is simple and easily understandable. For both... 

    Buckling of cracked cylindrical thin shells under combined internal pressure and axial compression

    , Article Thin-Walled Structures ; Volume 44, Issue 2 , 2006 , Pages 141-151 ; 02638231 (ISSN) Vaziri, A ; Estekanchi, H. E ; Sharif University of Technology
    2006
    Abstract
    Linear eigenvalue analysis of cracked cylindrical shells under combined internal pressure and axial compression is carried out to study the effect of crack type, size and orientation on the buckling behavior of cylindrical thin shells. Two types of crack are considered; through crack and thumbnail crack. Our calculations indicate that depending on the crack type, length, orientation and the internal pressure, local buckling may precede the global buckling of the cylindrical shell. The internal pressure, in general, increases the buckling load associated with the global buckling mode of the cylindrical shells. In contrast, the effect of internal pressure on buckling loads associated with the... 

    Electric and Buckling Instabilities Effects on the Dynamics and Geometry of the Fibers in Electrospinning

    , Ph.D. Dissertation Sharif University of Technology Shariatpanahi, Peyman (Author) ; Iraji Zad, Azam (Supervisor) ; Ejtehadi, Mohammad Reza (Supervisor)
    Abstract
    Since previous models can not give a complete description for electrospinning electrical instability, using polymer solutions with diifferent properties, the aim of the existing thesis is to propose a new model that covers a range of materials from non-conducting to conducting and from viscous to elastic and also the initial jet’s tension. In addition, since the previous models have used large wave length approxiamtions, using accurate calculations we showed that the new model has better results for small wavelengths of about two times the jet’s radii. To compare the model to experimental results, we designed and made a proper setup to record the electrospinning process for a PEO solution... 

    Thermal Local Buckling of Metal Truncated Conical Shells with Composite Rainforced Layers by Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Merati, Ali (Author) ; Hosseini Kordkheili, Ali (Supervisor)
    Abstract
    In this study, the thermal buckling behavior of thin metal liner reinforced by composite shell in present of the initial imperfection is investigated. For this purpose, the Ryzener – Myndlyn shear-deformation theory & the virtual work method are used to extract equilibrium equations. In this work, the conical shell with c-c, s-s, c-f boundary conditions has been studied. The outer layer of reinforced composite is exposed to constant ambient temperature and iner layer is exposed to heat. Metal liner and reinforced composite shell are merged with together. In other words, the degrees of freedom at each node for both shells are assumed to be equal. Solution method is finite element method using... 

    On perturbation method in mechanical, thermal and thermo-mechanical loadings of plates: Cylindrical bending of FG plates

    , Article ZAMM Zeitschrift fur Angewandte Mathematik und Mechanik ; March , 2015 ; 00442267 (ISSN) Fallah, F ; Nosier, A ; Sharifi, M ; Ghezelbash, F ; Sharif University of Technology
    Wiley-VCH Verlag  2015
    Abstract
    The performance of perturbation method in nonlinear analyses of plates subjected to mechanical, thermal, and thermo-mechanical loadings is investigated. To this end, cylindrical bending of FG plates with clamped and simply-supported edges is considered. The governing equations of Mindlin's first-order shear deformation theory with von Kármán's geometric nonlinearity are solved using one- and two-parameter perturbation methods and the results are compared with the results of an analytical solution. The material properties are assumed to vary continuously through the thickness of the plate according to a power-law distribution of the volume fraction of the constituents. It is shown that the... 

    On perturbation method in mechanical, thermal and thermo-mechanical loadings of plates: Cylindrical bending of FG plates

    , Article ZAMM Zeitschrift fur Angewandte Mathematik und Mechanik ; Volume 96, Issue 2 , 2016 , Pages 217-232 ; 00442267 (ISSN) Fallah, F ; Nosier, A ; Sharifi, M ; Ghezelbash, F ; Sharif University of Technology
    Wiley-VCH Verlag 
    Abstract
    The performance of perturbation method in nonlinear analyses of plates subjected to mechanical, thermal, and thermo-mechanical loadings is investigated. To this end, cylindrical bending of FG plates with clamped and simply-supported edges is considered. The governing equations of Mindlin's first-order shear deformation theory with von Kármán's geometric nonlinearity are solved using one- and two-parameter perturbation methods and the results are compared with the results of an analytical solution. The material properties are assumed to vary continuously through the thickness of the plate according to a power-law distribution of the volume fraction of the constituents. It is shown that the... 

    Experimental studies on thin-walled grooved tubes under axial compression

    , Article Experimental Mechanics ; Volume 44, Issue 1 , 2004 , Pages 101-108 ; 00144851 (ISSN) Hosseinipour, S. J ; Daneshi, G. H ; Sharif University of Technology
    SAGE Publications Inc  2004
    Abstract
    We study experimentally the axial crushing behavior and crashworthiness characteristics of thin-walled steel tubes containing annular grooves. The grooves determine the positions of the folds and control the buckling mode of deformation. In the present work we aim to improve the uniformity of the load-displacement behavior and to predict the energy absorption capacity of the tubes. Grooves are cut circumferentially and alternately inside and outside the tubes at predetermined intervals. Quasi-static axial crushing tests are performed with different groove distances. Photographs are taken during axial buckling and the specimens after crushing are sectioned axially to carry out the... 

    Optimal design of stiffened plates for buckling under in-plane forces and bending moments

    , Article Proceedings of the Eight International Conference on Civil and Structural Engineering Computing, Vienna, 19 September 2001 through 21 September 2001 ; 2001 , Pages 83-84 ; 0948749768 (ISBN) Ghorashi, M ; Askarian, A ; Gashtasby, M ; Sharif University of Technology
    2001
    Abstract
    The optimal design of stiffened plates for buckling under in-plane forces and bending moments was presented. The virtual work principle was applied in order to calculate the buckling coefficient and the critical load factor of the stiffened plates. It was observed that the buckling coefficient is a function of the displacement coefficients  

    Buckling and Post-Buckling Analysis of Conical Shells under Non-uniform Axial Loading

    , M.Sc. Thesis Sharif University of Technology Rafiee, Mostafa (Author) ; Kouchakzadeh, Mohammad Ali (Supervisor)
    Abstract
    The thesis addresses the buckling and post-buckling analysis of an elastic conical shell under non-uniform axial loading using finite element method. Non-uniform axial load is applied to one end of the truncated cone in the form of two equal-length loaded zones, diametrically opposite to each other. Material used in this thesis is isotropic with linear elasticity. The results are presented for different boundary condition. The results show that the buckling strength obtained by nonlinear analysis may be upto 40% less than the buckling strength obtained by linear analysis. The effects of boundary conditions and geometry on the results has been investigated  

    A Study on Elephant’s Foot Buckling in Cylindrical Steel Storage Tanks using Finite Element Nonlinear Analysis

    , M.Sc. Thesis Sharif University of Technology Sangi, Salman (Author) ; Moghaddam, Hassan (Supervisor) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    Considering the role of fluid storage tanks within or after an earthquake and the irreparable damages of such structures that arise from the flammable or toxic nature of the fluids stored in them, it is very important to ensure stability and durability of the tanks under seismic loading. One of the most important damages to storage tanks within the past earthquakes has been lack of stability of their shells taking place in the form of a local bulge of wall, known as “elephant foot buckling’. This phenomenon is a subsequent of high levels of hoop tension, which is a result of containing liquid pressure, along with axial load of surrounding walls. Recent studies reveal that there is no... 

    Stability of Coronary Arteries Arteriosclerosis Using Fluid-Structure Interaction

    , M.Sc. Thesis Sharif University of Technology Ebrahimi Hasratanloo, Sina (Author) ; Fallah Ragabzadeh, Famida (Supervisor)
    Abstract
    Coronary arteries often experience tortuosity under internal blood pressure and longitude axial twisting. Arterial tortuosity can enhance the stress concentration on the artery walls. Now if the coronary arteries suffer from atherosclerosis (a common disease among adults) the stress concentration on the tortuous artery plaque will be enhanced as well. Increased stress on the plaque may result in plaque rupture and its consequent damages. This study aims to investigate the stress concentration on the plaques and blood flow patterns within the coronary arteries with plaque. Moreover, the plaque growth was predicted taking into account various geometrical parameters including fibrous cap... 

    Buckling Analysis of Beaded Metallic Cylindrical Shells

    , M.Sc. Thesis Sharif University of Technology Nesaei, Faraz (Author) ; Kouchakzadeh, Mohammad Ali (Supervisor)
    Abstract
    Cylindrical shells are widely used in industries. For example, they are used as type 3 pressure vessel's liner. In this work, linear buckling of bead stiffened cylindrical shells under axial load or lateral pressure has been investigated by using numerical modeling. Bead form of cylindrical shell in longitudinal and circumferential direction and combination of both direction is considered. Different parameters such as number, dimension, direction (inside or outside) and cross-section's area of beaded form are considered. The obtained results show that creation of longitudinal beads decrease and increase the critical load and pressure compared to the simple cylindrical shell respectively. The... 

    Re-interpreting simultaneous buckling modes of axially compressed isotropic conical shells

    , Article Thin-Walled Structures ; Vol. 84 , November , 2014 , pp. 360-368 ; ISSN: 02638231 Shakouri, M ; Spagnoli, A ; Kouchakzadeh, M. A ; Sharif University of Technology
    Abstract
    Elastic stability of shell structures under certain loading conditions is characterized by a dramatically unstable postbuckling behavior. The presence of simultaneous 'competing' buckling modes (corresponding to the same critical buckling load) is understood to be largely responsible for such behavior. In this paper, within the framework of linear bifurcation eigenvalue analysis and Donnell shallow shell theory, the presence of simultaneous buckling modes in axially compressed isotropic cones is determined using the semi-analytical method of Galerkin. The results are presented in the plane of the dimensionless reciprocal meridional and circumferential buckling half wavelengths, and are...