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Total 193 records

    On the Characteristics of The Behavior of Multi-story Steel Frames Accompanied by Steel Shear Walls with Openings

    , M.Sc. Thesis Sharif University of Technology Rostami, Parisa (Author) ; Mofid, Massoud (Supervisor)
    Abstract
    As steel shear walls are usually applied in the central cores of buildings (around the elevators and stairs), the use of opening as door is inevitable in steel shear wall spans. On the other hand, because of weakening the performance of steel shear walls due to the presence of these openings, it is necessary to apply stiffeners around it. The use of stiffeners around all sides of opening continued to beams and columns, is very expensive. Therefore, the necessity of studying on the effect of different arrangements of stiffeners on the behavior of steel shear walls is felt. In this research, a number of steel shear walls with different characteristics in terms of plate aspect ratio, location... 

    Design, Fabrication and Control of a novel Polymeric Thermal Microactuator

    , M.Sc. Thesis Sharif University of Technology Sheikhbahaie, Reza (Author) ; Alasty, Aria (Supervisor) ; Salarieh, Hassan (Supervisor)
    Abstract
    Systems composed of electrical and mechanical elements in micrometer scale are called microelectromechanical systems which are commonly fabricated on silicon substrates. These systems are in connection with environment by the means of sensors and actuators. Thermal microactuators as one of the most applicable actuators produce force and displacement on the basis of thermal expansion.Recently, by the advent of some polymers compatible with microfabrication methods such as SU8 and due to their remarkable thermal properties,polymeric thermal microactuators are attracting more attention in a way that polymeric type of almost every predesigned thermal microactuators are fabricated and much... 

    Damage Detection in an Offshore Jacket Platform Using Finite Element Model Updating Method

    , M.Sc. Thesis Sharif University of Technology Malek Zehtab, Hassan (Author) ; Golafshani, Ali Akbar (Supervisor)
    Abstract
    Offshore jacket platforms are one of the most motivating structures for damage detection due to their importance and productivity. In this study, the goal is to investigate the application of finite element model updating as a robust method for damage detection in this kind of structure. This method is based on minimizing a cost function which shows the difference between some features of the model and damaged real structure. Therefore, this method can be used for damage detection by comparison between updated model, which is updated by measured data from damaged structure, and the initial model which precisely shows the previous or undamaged status of the structure. The vibration features... 

    Modeling Moment-Rotation (M-@)Curve for Rectangular Hollow Section (RHS)Splice Beam Connection Subjected to Bending Moment and Axial Force

    , M.Sc. Thesis Sharif University of Technology Kazemi Sangdehi, Sahar (Author) ; Mofid, Masood (Supervisor)
    Abstract
    The study of bolted moment end-plate connections, both beam to column and beam to beam connections, is quite general and standard nowadays. Buildings which utilize such connections are widely being used and the reorganization of their significant benefits is growing. The research work reported in this thesis presents the results of several parametric analyses to determine the moment–rotation curve of bolted moment end-plate connections utilizing Rectangular Hollow Sections (RHS) and two rows of bolts using Finite Element Modeling (FEM). Previous experimental studies have focused on the moment-rotation relationship under pure bending. This project particularly involves further numerical... 

    Finite Element Analysis of RC Deep Beams Strengthened Using FRP

    , M.Sc. Thesis Sharif University of Technology Raisszadeh, Amir Hossein (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    In the last decade Fiber Reinforced Polymer (FRP) widely has been used to strengthening the reinforced concrete (RC) members. Most of the research works have been concentrated on the design of shear members with FRP layers. Based on the reported results, increasing the shear reinforcement more than a certain amount, the shear capacity and ultimate strength of reinforced concrete deep beam does not increased, On the other hand, The presence of web openings in such beams is frequently required to provide accessibility such as doors and windows or to accommodate essential services such as ventilating and air conditioning ducts, So the external strengthening of the reinforced concrete deep beams... 

    Application of Endurance Time Method in Nonlinear Dynamic analysis of Elevated Tanks

    , M.Sc. Thesis Sharif University of Technology Rahmati, Mohammad (Author) ; Esmaeil Pourestekanchi, Homayoon (Supervisor)
    Abstract
    Endurance Time (ET) is a fairly comprehensive analytical method based on time history analysis applied for evaluating structural systems excited by dynamic loading of earthquake. In such evaluation assessment measure is based on endurance time of structure versus applied accelerogram function and parameters such as stiffness, lateral resistance, period of vibration and dynamic characteristics are not used directly. In this research nonlinear dynamic analysis of elevated steel tanks with laterally braced framed tower under the loading of earthquake records and ET accelerograms was studied and effectivity of ET method in analyzing such elevated tanks was verified. Due to complication of... 

    Parametric Analysis of Interaction Between Crossing Tunnel with Existing Metro Station at Different Levels

    , M.Sc. Thesis Sharif University of Technology Asgarpanah Soveiri, Mohammad Reza (Author) ; Sedghiani, Mohammad Hossein (Supervisor)
    Abstract
    The interaction of perpendicularly tunneling beneath existing metro station is investigated. In this paper E4R7 station, in line 7 of Tehran Metro (Tehran Urban and Suburban Railway co., TUSRC); Iran has been studied. This existing station has some special specifications such as a new pre-supporting system that is called Concrete Arch Pre-supporting System (CAPS). Construction of CAPS is mainly based on an Old Iranian small water tunnels excavation method, Quanat, which is faster and more economical than other common methods. CAPS is a rib like structure consisting of concrete piles and arch beams constructed around underground space before its construction. This method has been utilized in... 

    Mechanical Analysis of the Influence of Surgical Glues on the State of the Aorta after Cardiovascular Surgery

    , M.Sc. Thesis Sharif University of Technology Nejadsadeghi, Nima (Author) ;
    Abstract
    With the emergence of a variety of surgical glues in the market and utilizing them in recent years, nowadays, based on the post-surgery studies, it has become transparent that there are additional factors, such as the long-term effect of surgical glues on tissue, to consider beyond the sealants ability to act as a mechanical barrier or a means to buttress friable tissue so that it can hold sutures. Mechanical properties of the surgical glues have especially a significant role in the applications that the tissue undergoes cyclic loading (such as arteries’ tissues). A mismatch between the mechanical properties of the tissue and the sealant can result in the remodeling of the artery that may... 

    Value-based Seismic Performance Assessment of Common Masonry Facades in Iran

    , M.Sc. Thesis Sharif University of Technology Khalili, Mohammad Reza (Author) ; Esmaeil Purestekanchi, Homayoon (Supervisor)
    Abstract
    Financial losses and casualties due to the collapse of the masonry facade and the infill walls of the building in recent earthquakes were motivators of this research to study seismic performance assessment of masonry facade. One of the main reasons for the collapse of buildings facade is their inadequate connection to the infill walls and structure frame. The mentioned item caused when earthquakes such as Kermanshah earthquake occurred, although a large number of buildings remained undamaged in terms of their structural, facades of these buildings collapsed. The details of the masonry facade, such as the metal wires mentioned in the codes, are not usually applied in Iran, and the connection... 

    Modeling of Different Geometries of Children's Heart Occluder's by Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Mousavizadeh, Mohammad Hossein (Author) ; Arghavani, Jamal (Supervisor)
    Abstract
    Congenital heart defects are a type of heart diseases that some babies get at birth. These diseases generally have symptoms such as shortness of breath, headache, impaired blood supply, hyperplasia of the lungs, enlarged heart, and so on. In the past, open heart surgery was commonly used to treat such diseases, which was a costly and risky procedure. But over time, occluders made it easier. An occluder is referd to a device that is generally minimally invasive in the area of the fault and could block it. The occluders are usually braided type, with inside polyethylene fibers, where tissues can grow and clogs the defect over time. Although occluders have greatly increased the success rate of... 

    Seismic Performance Assessment of Historical Structures and Presenting their Seismic Rehabilitation Plan ; a Case Study : Soltanieh Dome

    , M.Sc. Thesis Sharif University of Technology Asgari, Pouya (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    Preservation of historical monuments is a very important issue for future generations. The importance of this issue is doubled when we know that most of these buildings are traditionally built and do not have a single structure to withstand seismic loads. One of such buildings in our country is Bam Citadel, which was completely destroyed as the oldest brick building in the world during the 2003 Bam earthquake.In this project, we will try to find a model that can determine the structural behavior of the historical dome of Soltanieh for engineers in a case study. This building is a brick dome with a height of 48.5 meters and a diameter of 24.4 meters from the seventh century , which is unique... 

    Effects of Spinal Fusion Surgery on the Kinetics of Adjacent Segments, Using Medical Imaging and Finite Element Modeling; Comparison with Musculoskeletal Model

    , M.Sc. Thesis Sharif University of Technology Abbasi Ghiri, Alireza (Author) ; Arjmand, Navid (Supervisor)
    Abstract
    Passive finite element (FE) models of the spine are commonly used to simulate intact and various pre- and postoperative pathological conditions. Being devoid of muscles, these traditional passive FE models are driven by simplistic loading scenarios, e.g., a constant moment and compressive follower load (FL) that do not properly mimic the complex in vivo loading condition of the spine under muscle exertions. The present works therefore aims to develop novel passive FE models that are driven by more realistic yet simple loading scenarios, i.e., in vivo measured vertebral rotations and pathological-condition dependent FLs (estimated based on detailed musculoskeletal finite element (MS-FE) spine... 

    Performance of Unbonded Post-Tensioned Concrete Slab Subjected to Temperature Variations

    , M.Sc. Thesis Sharif University of Technology Erfani, Ali (Author) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    Tests have shown that concrete post-tensioned slab under heat condition suffer a significant reduction in stiffness and strength. Design and implementation of post-tensioned concrete slabs with large spans of industrial structures exposed to extreme variation in temperature can be possible with detailed research on its behavior under heating condition. In this study numerical modelling of PT concrete slabs with unbonded tendons under heating condition was created based on available test results in the literature. A parametric study has been carried out and the results are presented for concrete coefficient thermal expansion, thermal contact conductance between the concrete and the cables,... 

    Optimizing Vibrations and Noise Emitted from the Gearbox Shell by Optimizing its Geometry

    , M.Sc. Thesis Sharif University of Technology Oboodizadeh, Mohammad Amin (Author) ; Saadat Foumani, Mahmud (Supervisor)
    Abstract
    Gearbox is one of the important components of power transmission chain in the car which the engagement of the gears inside it causes noise. The following thesis, is in line with the project that was defined as "NVH reduction of the Tiba X200 gearbox" and to increase the correlation between university and industry, the aim of which was to improve all the noise sources in the mentioned vehicle. The purpose of this project is to reduce the noise of the gearbox shell by using reinforcing blades called ribs. For this purpose, first the desired changes were made in Solidworks software on the 3D model of the gearbox shell, and then the finite element model of the gearbox shell was prepared in... 

    Finite Element Modeling and Additive Manufacturing of Meta-Material Bone Implants with Shape Memory Properties

    , M.Sc. Thesis Sharif University of Technology Jalali, Mojtaba (Author) ; Movahhedy, Mohammad Reza (Supervisor) ; Mohammadi, Kaivan (Co-Supervisor)
    Abstract
    Millions of people due to factors such as osteoporosis, aging, sports incidents, and accidents face complications from bone fracture injuries every year. Nitinol shape memory alloy and Gyroid metamaterial have attracted researchers to use them as suitable replacements to fill empty areas of broken bones. In this research, numerical modeling and additive manufacturing were used to take advantage of the special properties of both nitinol and gyroid structures. In the modeling section, finite element modeling of the superelastic effect and the one-way shape memory effect of sheet and solid gyroids in cubic and cylindrical geometries with different porosities were done. As a result of the... 

    On the influence of rolling path change on static recrystallization behavior of commercial purity aluminum

    , Article International Journal of Material Forming ; Vol. 7, issue. 1 , 2014 , pp. 53-63 ; ISSN: 19606206 Koohbor, B ; Sharif University of Technology
    Abstract
    An examination of the influence of rolling path change on the static recrystallization behavior of commercial purity aluminum was performed in the present work. Aluminum strips were cold rolled to a reduction of 50 % under various rolling sequences, i.e. single-pass, double-pass from one direction and with reverse directions, and were then annealed in 290 °C for different durations, while mechanical evaluations such as hardness and tensile tests were used to study the mechanical response of cold deformed and annealed samples. It was indicated that a variation in the recrystallization kinetics of the cold rolled aluminum strips takes place when the rolling path is altered from single to... 

    An analytical model for stress analysis of short fiber composites in power law creep matrix

    , Article International Journal of Non-Linear Mechanics ; Volume 57 , 2013 , Pages 39-49 ; 00207462 (ISSN) Mondali, M ; Abedian, A ; Sharif University of Technology
    2013
    Abstract
    The creep deformation behavior of short fiber composites has been studied by an approximate analytical model. A perfect fiber/matrix interfacial bond is assumed and a power law function is considered for describing the steady state creep behavior of the matrix material. The results obtained from the proposed analytical solution satisfy the equilibrium and constitutive creep equations. Also, a parametric study was undertaken to define the effects of geometric parameters on the steady state creep strain rate of short fiber composites. The present model is then validated using the results of finite element method. The predicted strain rate and stress components by the proposed analytical... 

    Prediction of the yielding moment of flush endplate splice connections using finite element modeling

    , Article Scientia Iranica ; Volume 20, Issue 2 , 2013 , Pages 270-277 ; 10263098 (ISSN) Mohamadi Shooreh, M. R ; Mofid, M ; Sharif University of Technology
    2013
    Abstract
    This paper presents the results of parametric analyses of the yielding moment (My) of Bolted Flush Endplate Beam (BFEB) splice connections using Finite Element Modeling (FEM) tools. The connection components were modeled using three-dimensional brick elements, while contact between the endplates was modeled using Coulomb friction. Materials for beam, endplate and bolts were considered to behave non-linearly. Finite element results with three experimental and numerical studies were compared, and all indicated good agreement, which is also briefly reviewed in this paper. Using verified FEM, fairly large parametric studies, based on the practical configuration of BFEB connections, were carried... 

    The strain gradient approach to predict necking in tube hydroforming

    , Article Journal of Manufacturing Processes ; Volume 15, Issue 1 , 2013 , Pages 8-13 ; 15266125 (ISSN) Hashemi, R ; Abrinia, K ; Assempour, A ; Sharif University of Technology
    2013
    Abstract
    A stress-based forming limit diagram for necking prediction which is based on the strain gradient theory of plasticity in conjunction with the M-K model has been represented and used in tube hydroforming. In this study, the finite element model for bulge forming of straight tube has been constructed and verified with published experimental data. The adaptive simulation technique is based on the ability to detect the onset and growth of defects (e.g., wrinkling, and bursting) and to promptly readjust the loading paths. Thus, a suitable load path has been obtained by applying Adaptive Simulation Method in ANSYS Parametric Design Language (APDL)  

    The impingement-dislocation risk of total hip replacement: Effects of cup orientation and patient maneuvers

    , Article Proceedings of the Annual International Conference of the IEEE Engineering in Medicine and Biology Society, EMBS ; 2012 , Pages 6801-6804 ; 1557170X (ISSN) ; 9781424441198 (ISBN) Ghaffari, M ; Nickmanesh, R ; Tamannaee, N ; Farahmand, F ; Sharif University of Technology
    2012
    Abstract
    Hip dislocation is one of the most frequent complications after total hip arthroplasty. Impingement and dislocation might be caused due to misalignment of the acetabular cup during surgery, or performing dislocation-prone activities afterwards. A finite element model was developed to predict the impingement and dislocation behavior of the prosthetic joint, for different combinations of cup orientation and patient maneuver. Four dislocation-prone activities of daily life and 25 cup orientations were analyzed to determine how close they are to the impingement and subsequent dcislocation events. The angular margin results obtained indicated that the sit-to-stand and standing while bending at...