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    Improvement in Reinforced Concrete Beam-Column Connections Behavior using Steel Plates

    , M.Sc. Thesis Sharif University of Technology Mousavi, Mir Mohammad Reza (Author) ; Khaloo, Ali Reza (Supervisor)
    Abstract
    Performance of reinforced concrete frames is highly dependent on detailing of the joint connections between its members, such as beams and columns. To have a good structural behavior, joints must show ductile behavior and designed based on the philosophy of strong column-weak beam. In the case of sever lacking ductility, strength or even rigidity of the connections, or having a weak column-strong beam, in the existing structures, there is a need for seismic upgrading of the connection. There are several ways for seismic upgrading of this type of connections.In this research, using steel plates for seismic upgrading of Concrete Beam-Column connections subjected to axial and cyclic loads has... 

    Prediction of Strain, Stress, and Microstructure in Sever Plastic Deformation of Equal Channel Angular Extrusion

    , Ph.D. Dissertation Sharif University of Technology Narooei, Keivan (Author) ; Karimi Taheri, Ali (Supervisor)
    Abstract
    Sever plastic deformation can be used for decreasing the grain size and increasing the mechanical properties. In this method a square or circular cross section specimen is passed from two intersecting channel with equal cross section. Thereby, a large plastic strain without change of cross section is produced in the specimen. This large strain is the main reason for the interest of researchers in many fields. In the experimental research fields, researchers can study the response of material in the large plastic strain range, investigation of stage III of hardening and after it, change of microstructure to submicron and Nano, and increase of strength simultaneously with preserving of... 

    Optimization of Die Profile in Screw Extrusion Process for an Arbitrary Profile by Considering Viscoelastic Effects of the Material

    , M.Sc. Thesis Sharif University of Technology Fadaei Naeini, Vahid (Author) ; Asghari, Mohsen (Supervisor)
    Abstract
    In this thesis, equations related to large deformation of a polymer were derived by considering viscoelastic effects. To express type of material behavior which includes elastoplastic and viscoelastic property at the same time, two-layer viscoplastic model was used. An axisymmetric model was used for modeling problem in finite element software. By derivation of parameters related to two layer model and entering them in finite element software and also entering other properties required to model the forming process, modeling was performed by special profile connecting input and output sections. Due to favorable properties of spline functions, profiles used in die geometry, were selected from... 

    Stability Analysis of High Rise Structures Using the IDA Method

    , M.Sc. Thesis Sharif University of Technology Aghili, Amir (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    The increased height of high-rise structures has made the effects of reduced stability a crucial factor in structural analysis and design. There are a variety of methods for analyzing the stability of high-rise structures. This thesis discusses nonlinear finite element method for analyzing the stability of a three-dimensional 50-storey concrete structure with a height of 150 meter using increment dynamic analysis (IDA). The IDA was first proposed by Bertero.v and it has been adopted in a variety of manners by researchers. In recent years, this method has been confirmed by EEMA. Moreover, FEMA350, FEMA351 and FEMA P695 guidelines have paid special attention to this method for determining... 

    Failure and Buckling Control of Smart Morphing Composite using Nonlinear Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Zareie, Shahin (Author) ; Zabihollah, Abolghasem (Supervisor)
    Abstract
    Structures that change shapes are often called morphing structures. Smart morphing composites refer to the morphing structures that can detect the change in conditions and, through a control mechanism, command the actuators to maintain the stability and/or perform a new task. The present report provides a framework on the eld of smart morphing composite structures. The emphasis on this work is on, particularly, multi-stable composite structures with capability to detect the new conditions and adapt themselves to properly respond to them. Due to cycling nature of applied load on morphing, these structures are vulnerable to failure due to fatigue. A failure control mechanism utilizing a... 

    A continuum-atomistic multi-scale technique for nonlinear behavior of nano-materials

    , Article International Journal of Mechanical Sciences ; Volume 148 , 2018 , Pages 191-208 ; 00207403 (ISSN) Khoei, A. R ; Sameti, A. R ; Kazerooni, Y. N ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    In this paper, a hierarchical RVE-based continuum-atomistic multi-scale procedure is developed to model the nonlinear behavior of nano-materials. The atomistic RVE is accomplished in consonance with the underlying atomistic structure, and the inter-scale consistency principals, i.e. kinematic and energetic consistency principals, are exploited. To ensure the kinematic compatibility between the fine- and coarse-scales, the implementation of periodic boundary conditions is elucidated for the fully atomistic method. The material properties of coarse-scale are modeled with the nonlinear finite element method, in which the stress tensor and tangent modulus are computed using the Hill-Mandel... 

    Compositional Simulation of CO2 Injection Process by Using Higher Order Finite Element Methods

    , M.Sc. Thesis Sharif University of Technology Shakourifar, Nima (Author) ; Pishvaie, Mahmmoud Reza (Supervisor)
    Abstract
    In most of the commercial and academic multiphase flow simulators, the numerical method in use is based on finite difference methods which can lead the solution toward numerical dispersions or even oscillations. These methods are very sensitive to the size of computational grid blocks. Even if we change the numerical method from finite difference to linear finite element (hFEM), still there will be such problems and size of grid blocks will be crucial in getting proper results which can lead to millions of computational grid blocks. One way to deal with this problem is using nonlinear finite element methods (pFEM) also known as higher-order finite element methods, Also compositional... 

    Hyperelastic Modeling of Atomistic Continuum in the Presence of Inhomogeneity

    , M.Sc. Thesis Sharif University of Technology Asadollahzadeh, Niloofar (Author) ; Khoei, Amir Reza (Supervisor) ; Jahanshahi, Mohsen (Supervisor)
    Abstract
    In this study, a pioneer multiscale hierarchical molecular dynamics (MD) – finite element (FE) coupling method is proposed to illustrate the influence of large deformation on mechanical properties of heterogeneous nano-crystalline structures. The embedded-atom method (EAM) of many-body interatomic potential is applied to evaluate pairwise interactions between atoms in the metallic alloys with face-centered-cubic (FCC) lattice structure at room temperature. In addition, the Nose-Hoover thermostat is used to control the instability of temperature. A weight average between the lattice parameters of atomic structures is utilized in order to calculate the equivalent lattice parameter. The... 

    Multiscale Nonlinear Finite Element Analysis of Nanostructured Materials Based on Equivalent Continuum Mechanics

    , Ph.D. Dissertation Sharif University of Technology Ghanbari, Jaafar (Author) ; Naghdabadi, Reza (Supervisor) ; Sohrabpour, Saeed (Supervisor)
    Abstract
    Nanostructured materials are a new kind of engineering materials which attracted researchers’ interest because of their interesting mechanical /physical properties, as well as controllable microstructural design ability for desired applications. These new materials are homogeneous at the macroscale but at the microstructural level, may have heterogeneities including common nanostructures. Because of multiscale nature of these materials, new multiscale methods should be developed and used for better understanding the behavior of them. Multiscale methods could be categorized into concurrent and hierarchical methods. In concurrent methods, the domain under study is explicitly divided into... 

    Analysis of Coupled Thermo-Mechanical Behavior of Shape Memory Alloys using Nonlinear Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Tootian, Mohammad Hassan (Author) ; Naghdabadi, Reza (Supervisor) ; Arghavani Hadi, Jamal (Co-Advisor)
    Abstract
    Unique characteristic behavior of shape memory alloys (SMAs), known as shape memory effect (SME) and superelasticity (SE), make them an appropriate choice for innovative engineering. Design of SMA applications calls for development of constitutive models. To accurately predict SMA behaviors, employing a suitable model with low computational costs is required. In some experimental data, SMAs have coupling in mechanical and thermal behavior. Therefore, mechanical loading changes temperature of the material and variation in temperature affects the mechanical behavior as well. This behavior is called coupled thermo-mechanical effect. In SMA applications, since coupled thermo-mechanical behavior... 

    Optimization of Rectangular Plates Subject to Static Loading For Desirable Response at Their Support

    , M.Sc. Thesis Sharif University of Technology Oliyan Torghabehi, Omid (Author) ; Joghatae, Abdolreza (Supervisor)
    Abstract
    Artificial neural networks are inspired by biological neural system. These networks show great learning abilities of nonlinear systems. And due to these abilities they are extensively used in scientific modeling. Learning and generalization of ANN can be used in modeling and prediction of nonlinear system behavior. This is done through adjustment of neurons weights in an optimization procedure using training pairs, a well-trained ANN can predict a correct output for untrained input.In this research two adaptive mechanical systems inspired by ANN were introduced. The first system is a nonlinear plate with elements with varying stiffness. The plate is trained to produce desired reactions for... 

    Improvement in Reinforced Concrete Beam-Column Connections Behaviour using FRP Sheets

    , M.Sc. Thesis Sharif University of Technology Rokrokian, Ali (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    Performance of reinforced concrete frames is highly dependent on detailing of the joint connections between its members, such as beams and columns. To have a good structural behavior, joints must show ductile behavior and designed based on the philosophy of strong column-weak beam. In the case of sever lacking ductility, strength or even rigidity of the connections, or having a weak column-strong beam, in the existing structures, there is a need for seismic upgrading of the connection. There are several ways for seismic upgrading of this type of connections.In the last decade Fiber Reinforced Polymer (FRP) widely has been used to strengthening the reinforced concrete (RC) members. Most of... 

    Reliability Analysis of Concrete Gravity Dam with Foundation's Parameters Uncertainty Based on Nonlinear Finite Element Model

    , M.Sc. Thesis Sharif University of Technology Farivar, Milad (Author) ; Ghaemian, Mohsen (Supervisor) ; Toufigh, Vahab (Supervisor)
    Abstract
    In this study reliability and sensitivity analysis of the parameters of a concrete gravity dam have been proposed regarding to their probabilistic behavior. At first, the uncertainty of concrete fracture energy (GF), Foundation’s elasticity modulus (E_f), and the Peak ground acceleration (PGA) are considered according to their probability density function (pdf). The uncertainty sources are inserted in the model using the Latin Hyper Cube Sampling method (LHS) in order to do reliability analysis of the model. Monte Carlo method is one of the most popular methods for reliability analysis of numerical models. Taking this method in uncertainty analysis would evaluate the effects of the inputs on... 

    Multisclae Modeling Of Regular Collagenous Soft Tissues

    , Ph.D. Dissertation Sharif University of Technology Fallah, Ali (Author) ; Ahmadian, Mohammad Taghi (Supervisor) ; Firozbakhsh, Keikhosro (Supervisor) ; Mohammadi Aghdam, Mohammad (Co-Supervisor)
    Abstract
    In this study, mechanical behavior of soft tissue is investigated considering its hierarchical structure. The elastic and viscoelastic behavior of tissue is investigated using multisclae methods. To this end, the tissue is considered as nonlinear composite material consists of non fibrillar matrix reinforced by the collagen fibers. A physically motivated constitutive model is proposed to predict the tisues constitutents behavior. The numerical homogenization is preforemd with the aid of the ABAQUS software and the UMAT subroutine. The results of the presented study is validated with the available experimental results in the literature. Results show that the increasing the loading rate can... 

    A Thermo-Mechanical Multi-Scale Simulation for the Compaction Process of the Oxide-Coated Aluminum Nano-Powders

    , M.Sc. Thesis Sharif University of Technology Orvati Movaffagh, Amir Mohammad (Author) ; Khoei, Amir Reza (Supervisor)
    Abstract
    This research introduces a novel thermo-mechanical multiscale technique, utilizing machine learning, for simulating the compaction process of aluminum nanopowders with surface oxidation at various temperatures. The methodology employed involves the utilization of nonlinear thermo-mechanical Finite Element Method (FEM) for macro scale analysis, while employing the Molecular Dynamics (MD) method to calculate the mechanical and thermal characteristics of aluminum nanopowders at the nano-scale. The first part of the research presents a comprehensive study on the thermal conductivity of alumina-coated aluminum nanopowders, which is a crucial property for their application in powder metallurgy,... 

    Structural Dynamic Instability of Flutter in Flapping Wing MAV by Develop A Nonlinear Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Ghasemzadeh Shanjani, Mohammad Javad (Author) ; Hosseini Kordkheili, Ali (Supervisor) ; Malaek, Mohamad Bagher (Supervisor)
    Abstract
    The objective of this research is to model the wing structure of a flapping wing MAV and investigate structural dynamic behavior of its wing. in this research, to investigate and identify dynamic instabilities, modeling of the structure based on a nonlinear four-node plane element and aerodynamic modeling based on the strip theory in unsteady flow has been done, and by coupling these two models, the final model is formed. In the model of the wing structure, the displacement and changes angle inside the plane of the wing sections have been ignored and only outside the plane have been assumed for the degrees of freedom. In addition, the veins in the flapping wing have been omitted and the... 

    An improved, fully symmetric, finite-strain phenomenological constitutive model for shape memory alloys

    , Article Finite Elements in Analysis and Design ; Volume 47, Issue 2 , 2011 , Pages 166-174 ; 0168874X (ISSN) Arghavani, J ; Auricchio, F ; Naghdabadi, R ; Reali, A ; Sharif University of Technology
    2011
    Abstract
    The ever increasing number of shape memory alloy applications has motivated the development of appropriate constitutive models taking into account large rotations and moderate or finite strains. Up to now proposed finite-strain constitutive models usually contain an asymmetric tensor in the definition of the limit (yield) function. To this end, in the present work, we propose an improved alternative constitutive model in which all quantities are symmetric. To conserve the volume during inelastic deformation, an exponential mapping is used to arrive at the time-discrete form of the evolution equation. Such a symmetric model simplifies the constitutive relations and as a result of less... 

    Numerical evaluation of the ultimate load of concrete funicular shells of circular plan

    , Article Proceedings of the Institution of Civil Engineers: Structures and Buildings ; Volume 174, Issue 1 , 2021 , Pages 5-11 ; 09650911 (ISSN) Javid, A ; Mofid, M ; Sharif University of Technology
    ICE Publishing  2021
    Abstract
    A special type of shell structure - a concrete shallow funicular shell of circular plan - is considered in this paper. Funicular shells carry their dead weight only by in-plane compression forces. Numerical analysis of funicular shells was performed using the non-linear finite-element method, considering both geometric and material non-linearities. A circular-plan concrete funicular shell unit was also constructed and its ultimate central concentrated load is determined. The ultimate load of the shell unit predicted by the numerical model was very close to the experimentally determined ultimate load, thus confirming the validity of the numerical model. The numerical results revealed the... 

    Numerical Analysis of Behavior of Concrete-Filled PVC Tubular Column

    , M.Sc. Thesis Sharif University of Technology Khoshyari Kakavand, Leyla (Author) ; Khalou, Alireza (Supervisor)
    Abstract
    Concrete Filled Polyvinyl Chloride (PVC) Tube (CFCT) technique has attracted significant research attention in recent years. PVC offers a number of advantages such as low costs and excellent properties like 1- high electrical insulation; 2- high resistance for abrasion; 3- low diffusion for humidity; 4- remarkable resistance to water, bases, acids, alcohols, oils; 5- large elongation at break; 6- low creep deformation; 7- workability including (cutting); 8- consistency; and 9- excellent corrosion resistant, durability and mechanical stability. The PVC tube acts as a longitudinal and transverse reinforcement and serves as a formwork which simplifies construction and reduces erection time. The... 

    FE analysis of RC structures using DSC model with yield surfaces for tension and compression

    , Article Computers and Concrete ; Volume 11, Issue 2 , 2013 , Pages 123-148 ; 15988198 (ISSN) Akhaveissy, A. H ; Desai, C. S ; Mostofinejad, D ; Vafai, A ; Sharif University of Technology
    2013
    Abstract
    The nonlinear finite element method with eight noded isoparametric quadrilateral element for concrete and two noded element for reinforcement is used for the prediction of the behavior of reinforcement concrete structures. The disturbed state concept (DSC) including the hierarchical single surface (HISS) plasticity model with associated flow rule with modifications is used to characterize the constitutive behavior of concrete both in compression and in tension which is named DSC/HISS-CT. The HISS model is applied to shows the plastic behavior of concrete, and DSC for microcracking, fracture and softening simulations of concrete. It should be noted that the DSC expresses the behavior of a...