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    Wave interaction pitch response of tension leg structures

    , Article 13th International Congress on Sound and Vibration 2006, ICSV 2006, Vienna, 2 July 2006 through 6 July 2006 ; Volume 5 , 2006 , Pages 3508-3515 ; 9781627481502 (ISBN) Tabeshpour, M. R ; Ataie Ashtiani, B ; Seif, M. S ; Golafshani, A. A ; Sharif University of Technology
    2006
    Abstract
    Because of fluctuation in leg tension, pitch motion is very effective in fatigue and life safety of leg elements in tension leg structures (TLSs). In this paper exact solution for pitch vibration of a TLS interacting with ocean wave is presented. The legs are considered as elastic springs. The flow is assumed to be irrotational and single-valued velocity potentials are defined. The effects of radiation and scattering are considered in the boundary value problem. Because of linear behavior of legs during wave excitation, ignoring coupling effects with other degrees of freedom, the analytical solution of pitch response has good agreement with the real behavior of the structure  

    An analytical solution for nonlinear cylindrical bending of functionally graded plates

    , Article Thin-Walled Structures ; Volume 44, Issue 11 , 2006 , Pages 1129-1137 ; 02638231 (ISSN) Navazi, H. M ; Haddadpour, H ; Rasekh, M ; Sharif University of Technology
    Elsevier Ltd  2006
    Abstract
    In this paper, the nonlinear cylindrical bending of a functionally graded plate is studied. The material properties of the plate are assumed to be graded continuously in the direction of thickness. The variation of the material properties follows a simple power-law distribution in terms of the volume fractions of constituents. The von Karman strains are used to construct the nonlinear equilibrium equations of the plates subjected to in-plane and transverse loadings. The governing equations are reduced to linear differential equation with nonlinear boundary conditions yielding a simple solution procedure. The results show that the functionally graded plates exhibit different behavior from... 

    Nonlinear elasto-plastic analysis of a sandwich cylindrical shell with core plasticity included

    , Article Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science ; Volume 229, Issue 2 , 2015 , Pages 205-215 ; 09544062 (ISSN) Kargarnovin, M. H ; Shokrollahi, H ; Sharif University of Technology
    SAGE Publications Ltd  2015
    Abstract
    In this paper, static response of a sandwich cylindrical shell under elasto-plastic deformation is investigated. The faces are made of some isotropic materials and the core is made of an orthotropic material both with linear work hardening behavior. The faces are modeled as thin cylindrical shells obeying the Kirchhoff-Love assumptions. The core material is modeled as a special orthotropic solid in which its in-plane stresses are assumed to be negligible. The Prandtl-Reuss plastic flow theory and von Mises yield criterion are used in the analysis. The governing equations are derived using the principle of virtual displacements. Using Ritz method, the equations are solved for deformation... 

    Determination of the Equivalent Linear Systems of Nonlinear MDOF Steel Moment Resisting Frames

    , M.Sc. Thesis Sharif University of Technology Shirzadi, Tiam (Author) ; Rahimzadeh Rofooei, Fayyaz (Supervisor)
    Abstract
    The purposeof this study isto findthe propertiesof an equivalent linear Multiple Degrees of Freedom (MDOF) system, or so-called substitute structure, that its response is an approximation ofthe target actualnonlinearMDOF structure’s response (Shodja, 2013). In that regard,thestiffness anddampingmatricesofthe substitutestructure are considered as functions ofthe stiffnessand dampingmatrices ofthe actualnonlinear structure. Inthisway,the substitute structurescan be constructedthroughtrial and errorfor structures with different fundamentalperiods, damping ratios and number of floors.Inthat regard, a number of multi-story steel moment resisting frames are considered. The ductilities of these... 

    Estimation of muscle force with EMG signals using Hammerstein-Wiener model

    , Article IFMBE Proceedings, 20 June 2011 through 23 June 2011 ; Volume 35 IFMBE , June , 2011 , Pages 157-160 ; 16800737 (ISSN) ; 9783642217289 (ISBN) Abbasi Asl, R ; Khorsandi, R ; Farzampour, S ; Zahedi, E ; Sharif University of Technology
    2011
    Abstract
    Estimation of muscle force is needed for monitoring or control purposes in many studies and applications that include direct human involvement such as control of prosthetic arms and human-robot interaction. A new model is introduced to estimate the force of muscle from the EMG signals. Estimation is based on Hammerstein-Wiener Model which consists of three blocks. These blocks are used to describe the nonlinearity of input and output and linear behavior of the model. The nonlinear network is designed base on the sigmoid network. The introduced model is trained by some data sets which are recorded from different people and tested by some other data sets. The simulation results show low error... 

    Nonlinear dynamic modeling of smart composite with piezoelectric nitinol and MMC

    , Article Proceedings of the ASME Conference on Smart Materials, Adaptive Structures and Intelligent Systems 2009, SMASIS2009, 21 September 2009 through 23 September 2009, Oxnard, CA ; Volume 2 , 2009 , Pages 141-148 ; 9780791848975 (ISBN) Amini, A ; Mehdigholi, H ; Elahinia, M ; Sharif University of Technology
    Abstract
    In this paper, one smart composite involving nitinol, piezoelectric and MMC is modeled. This simulation covers all criteria in these advanced materials and theoretically solves the five-order equation. Furthermore, numerical sample is investigated and results have been explored. The results represent the relationship between natural frequency of the structure, temperature, the lateral deflection and martensite ratio of shape memory alloy. The results show nonlinearity response in dynamic motion in lower natural frequency and linear behavior in higher frequency. In this simulation, numerical approximation has been avoided. Copyright © 2009 by ASME  

    UV photodetection of laterally connected ZnO rods grown on porous silicon substrate

    , Article Sensors and Actuators, A: Physical ; Volume 180 , 2012 , Pages 11-14 ; 09244247 (ISSN) Rajabi, M ; Dariani, R. S ; Iraji Zad, A ; Sharif University of Technology
    2012
    Abstract
    Here, the UV photodetection of ZnO rods grown on porous silicon substrates are reported. Laterally interconnected ZnO rods have been synthesized by chemical vapor transport and condensation method on porous silicon substrates. As characterized by current-voltage measurements the I-V characteristics have linear behavior, indicating space charge effect. The device exhibits photocurrent response of 0.027 A/W for 325 nm UV light under -5 V bias. The rise and decay time constants under these conditions are 19 and 62 s, respectively  

    A nonlinear theoretical model for prediction of mechanical behavior of particulate composites and experimental verification of the model predictions

    , Article Polymer Composites ; Volume 31, Issue 7 , August , 2010 , Pages 1150-1155 ; 02728397 (ISSN) Ramazani, A. S. A ; Najafi, N. C ; Sharif University of Technology
    2010
    Abstract
    A model for prediction the stress-strain behavior of particulate composite over wide ranges of filler concentration and composite deformation has been developed through combination of Anderson's and Yilmizer's model. The constitutive equations are extracted from first law of thermodynamic and nonlinear dilatational effects which are produced by filler-matrix debonding process. In addition to nonlinear behavior that has been resulted by filler-matrix debonding and was presented by Yilmizer, the formation and growing of void or cavitations has been also introduced in this model, whereas Anderson's model, most important reason for deviation of linear behavior is filler-matrix debonding and has... 

    New development in extended finite element modeling of large elasto-plastic deformations

    , Article International Journal for Numerical Methods in Engineering ; Volume 75, Issue 10 , 21 January , 2008 , Pages 1133-1171 ; 00295981 (ISSN) Anahid, M ; Khoei, A. R ; Sharif University of Technology
    2008
    Abstract
    This paper presents new achievements in the extended finite element modeling of large elasto-plastic deformation in solid problems. The computational technique is presented based on the extended finite element method (X-FEM) coupled with the Lagrangian formulation in order to model arbitrary interfaces in large deformations. In X-FEM, the material interfaces are represented independently of element boundaries, and the process is accomplished by partitioning the domain with some triangular sub-elements whose Gauss points are used for integration of the domain of elements. The large elasto-plastic deformation formulation is employed within the X-FEM framework to simulate the non-linear... 

    On the seismic behavior of tall buildings with possible foundation uplift

    , Article 11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11, Taipei, 19 November 2008 through 21 November 2008 ; 2008 Lotfollahi, M ; Mofid, M ; Sharif University of Technology
    2008
    Abstract
    The influence of uplift on earthquake response of tall buildings via consideration the horizontal and vertical components of earthquake excitation with and without foundation uplift has been studied. A new finite element modeling method called direct modeling approach are utilized in this study to evaluate the variation of foundation uplift, lateral displacement, base shear and members' forces in each cases. The earthquake response of the models mentioned above, assuming linear behavior was compared to the response in nonlinear behavior. These studies show the importance of uplift foundation on the seismic behavior of tall buildings. The most important results in this study is base shear... 

    A new scheme for a mechanical load position control driven by a permanent magnet DC motor and a nonzero backlash gearbox

    , Article International Symposium on Industrial Electronics 2006, ISIE 2006, Montreal, QC, 9 July 2006 through 13 July 2006 ; Volume 3 , 2006 , Pages 2052-2057 ; 1424404975 (ISBN); 9781424404971 (ISBN) Mokhtari, H ; Barati, F ; Sharif University of Technology
    2006
    Abstract
    In this paper, a new scheme for position control of a mechanical load driven by a permanent magnet DC motor and a gearbox is presented. The gearbox is assumed to have some amount of backlash. The paper derives a model for the backlash nonlinear behavior. It then proposes a new control structure composed of feedback and feed forward control systems. The feedback control system is designed based on zero backlash. The feed forward part is employed to minimize the backlash effects. The new method is evaluated via simulations in MATLAB/SEVIULINK environment. Simulations results are provided to show the response of the proposed technique to various input references. © 2006 IEEE