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Total 193 records

    Parametric Finite Element Modeling of a Lumbar Motion Segment

    , M.Sc. Thesis Sharif University of Technology Ramezanzadeh Koldeh, Masoud (Author) ; Assempour, Ahmad (Supervisor) ; Kasra, Mehran (Supervisor)
    Abstract
    Spinal Column is one of the most important parts of musculoskeletal system. Injuries in this region are so rampant and causing vast expense. Risk factors related to spine injuries included personal related ones such as age, sex, muscles’ strength and career related ones such as body positions at work place and loads.
    Since in vivo measurements have many restrictions, developing biomechanical models that simulate the response of a person to given loads and conditions have important role in preventing injuries and improving working conditions.
    In the present study, the parametric model of lumbar motion segment is presented, for this purpose, 12 different CT scan pictures were analyzed... 

    An Investigation Into Residual Stresses Formed by Bending and Quenching Processes

    , M.Sc. Thesis Sharif University of Technology Ja’afari Bahramabadi, Mohammad (Author) ; Karimi Taheri, Ali (Supervisor)
    Abstract
    Various forms of springs are applicable, among which spiral and leaf springs can be named. Definition of leaf springs is conventionally applied to constant-width springs and is consisted of step-like leaves, each leaf having constant width. Leaf springs are largely used in vehicles, where they act as a part of suspension system supporting the weight of the vehicle along with connecting spots axles to the chassis. Springs so installed are capable of handling starting and stopping torques as well as sudden vibrations due to load carrying. Most Conventional method of manufacturing leaf springs is to bend strips of appropriate steel between curved dies, quench the strip while held between the... 

    An Investigation into the Wear of an Eutectoid Steel Based on the Low-Cycle Fatigue Theory with the Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Abdi, Mohammad (Author) ; Karimi Taheri, Ali (Supervisor)
    Abstract
    In sliding wear, the process of making debris takes place with different mechanisms. Previous works estimating the wear rate have been carried out based on contact mechanics and material failure mechanisms. In present work, the possibility of existence of low-cycle fatigue as the dominant mechanism in the wear of an as-cast eutectoid steel is investigated. Moreover, wear coefficient and the the volume loss per distance of that steel was predicted. At first, wear tests were done in order to obtain the wear trend of the steel in different loads. Then, regarding the roughness of the disk surface, a finite element model was built to simulate the sliding of the pin surface over the asperities... 

    Damage Detection of Lapjoints with Piezoelectric Wafer Active Sensor

    , M.Sc. Thesis Sharif University of Technology Yazdandoos, Fatemeh (Author) ; Abedian, Ali (Supervisor)
    Abstract
    Structural Health Monitoring (SHM) is a multidisciplinary emerging research field. SHM assesses the health state of the structure through processing and interpreting of signals and can predict remain life of the structure. Damage detection with Piezoelectric Wafer Active Sensors (PWAS) is one of the effective and emerging methods of SHM. One of the most critical parts of aerial structures is lap joints in which SHM could be very effective. In this research, damage detection of lap joints using lamb wave propagation has been studied. A 3D model of an aluminum lap joint presented. The PWAS are modeled separately and bonded to the host structure and coupled electromechanically with the... 

    Seismic Evaluation and Rehabilitation of Historic Buildings: A Case Study about Soltaniyeh Dome

    , M.Sc. Thesis Sharif University of Technology Ghaemi, Mohammad Kazem (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    Health monitoring of historic structures because of their cultural and economic importance is of great interest; also modeling and investigating the behavior of these structures is needed in rehabilitation procedures. Soltaniye Dome is one of the important masterpieces of Persian-Islamic historic architecture which is constructed during 14th century (1302-1312 AD). The Soltaniye building has an octagonal framework and a great dome. The dome has a diameter of 25 meters and total height of structure is about 54 meters.In this study, the macro modeling of Soltaniye building is performed using finite element software. In order to verify the modeled structure, ambient vibration tests are... 

    Scrutiny of a Semi-rigid End-plate Splice Connection under Monotonic and Cyclic Loading

    , M.Sc. Thesis Sharif University of Technology Keikha, Hamed (Author) ; Mofid, Masood (Supervisor)
    Abstract
    Existing design methods for steel frames has been improved over the last three decades in order to incorporate the behavior of semi-rigid steel connections in furtherance of frame design and since the analysis and design of structures is often done based on the assumption of completely rigid or pinned behavior,therefore, the actual behavior of connections and their modeling can help to understand the actual behavior of structures.Knowledge of the initial rotational stiffness of the connection is important for elastic analysis of structures. Investigations show that structures with semi-rigid connections have many features which are the causes to prefer these kinds of connections to the... 

    Thermal Analysis of Concrete arch Dams Using Real Reservoir Data and Comparing the Results with Stucky-derron Method

    , M.Sc. Thesis Sharif University of Technology Sotoudeh Foumani, Payam (Author) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    Thermal analysis of concrete arch dams is always an important issue in designig these enormous concrete structures. The reason this issue mainly concerns arch dams and not gravity dams is because of little thickness of arch dams which makes them prone to cracking due to thermal loading. To solve any thermal problem we need boundary conditions. In arch dam case, these boundaries are the temperature of the upstream and downstream face of the dam which, depending on circumstances, can be in touch with water or air. Estimating air temperature is a fairly easy task when you have monthly mean temperatures. The challenging part is defining water temperature in any depth of the reservoir whenever we... 

    Modeling and Structural Health Monitoring of 5 MW Wind Turbine Based on Moving Principal Component Analysis

    , M.Sc. Thesis Sharif University of Technology Majidi Pishkenari, Mohsen (Author) ; Abedian, Ali (Supervisor)
    Abstract
    Nowadays, the structural health monitoring is considered as an essential element in improving the performance of the structures. The role and importance of the issues in this area have been reached to the point that different ideas and policies are developed for the safety margin over the useful life of the structures. To analyze more accurately, a real model of a turbine blade is required. This issue would be taken into more consideration when the scale of the turbine gets larger. Changing of the design philosophies over time results in effective changes in the design process and maintenance procedures. Any single of these inspections has different importance according to users' demands. In... 

    Numerical Modeling of the Behavior of Base Plates with Various Degrees of Rigidity

    , M.Sc. Thesis Sharif University of Technology Shafieifar, Mohamad Reza (Author) ; Khonsari, Vahid (Supervisor)
    Abstract
    Connections have a crucial role in the behavior of every structure. Amongst various types of connections used in steel structures are those used to connect the columns to the foundations, namely Base Plates. As other types of connections, base plates control the behavior of the structure in various respects including affecting the effective length of columns. The main task of any base plate is to distribute the forces of the column on the foundation in such a manner that the stresses in concrete are below their allowable values. Different configurations, with or without various attachments, are used for designing the base plates hence achieving various types of behavior with various levels... 

    Parametric Finite Element Modeling of the Vertebral Trabecular Bone Behavior Based on Cellular Solids Theory

    , M.Sc. Thesis Sharif University of Technology Amjadi Kashani, Mohammad Reza (Author) ; Jalali, Mir Abbas (Supervisor) ; Parnianpour, Mohammad (Co-Advisor)
    Abstract
    Spine column is the most important musculoskeletal structures. One of the serious health problems in societies, especially among aged population is osteoporosis. Loss of bone density in bone structures is called osteoporosis which increases the risk of fracture due to a decrease of bone stiffness and bone strength. Spine is the most common sites for osteoporosis-related fractures. Current assessment of osteoporosis status is based on bone densitometry tools like QCT (Quantitative Computed Tomography) or DEXA (Dual Energy X-ray absorptiometry). With these methods it is only possible to estimate density without any consideration the morphology of trabecular making parts like rods and plates.... 

    Numerical Modeling of the Behavior of Base Plates with Various Degrees of Rigidity Under Cyclic Loads

    , M.Sc. Thesis Sharif University of Technology Rahimi, Javad (Author) ; Khonsari, Vahid (Co-Advisor)
    Abstract
    Due to the important role of base plates, both in transferring forces from the structure to the foundation, and also in transferring vibrations from soil to the structure, it is necessary to have sufficient knowledge on their behaviour and performance under monotonic and cyclic loading regimes. In fact, the behaviour of the supports of any structure cannot be identified without identifying the behaviour of its base plates. Numerous configurations with/without various types of attachments have been proposed and used for base plates. In this work, altogether six commonly-used types of base plates were studied and their behaviour under monotonic and cyclic loadings was obtained using commercial... 

    Application of vibration based technique in health monitoring of multi-stable laminated composites

    , Article TIC-STH'09: 2009 IEEE Toronto International Conference - Science and Technology for Humanity, 26 September 2009 through 27 September 2009, Toronto, ON ; 2009 , Pages 170-175 ; 9781424438785 (ISBN) Ghaffari, H ; Saeedi, E ; Zabihollah, A ; Ahmadi, R ; Sharif University of Technology
    Abstract
    This paper deals with the problem of vibration based health monitoring (VHM) in multi-stable asymmetrical laminated composite structures. Multi-stable asymmetrical laminates can be snapped between two or more geometries. The ability of snapping between two or more geometries in multistable composite structures makes them vulnerable to delaminate. Because of these reason early detection of damage in these systems during their service life is receiving increasing attention. In the present work, an efficient and accurate finite element model (FEM) based on layer-wise theory by considering the electro-mechanical coupling effect has been developed to investigate the actuation and /or sensing... 

    Introduction to Developing, Modification, and Customization of the Guidelines for Replacement of Metal Patch Repairs with the Composite Patches

    , M.Sc. Thesis Sharif University of Technology Davoodi Moallem, Misam (Author) ; Abedian, Ali (Supervisor)
    Abstract
    The phenomenon of aging causes a great deal of damage to the airborne structures for which there is a specific maintenance instruction, or if an unexpected damage occurs in specific area of a structure, this damage must be repaired and a special repair process must be designed for it. However, due to the diversity of damages and also variations of the implemented loads, the load is transferred to other structural elements, hence, it is necessary to extend the life of the structure in order to identify these loaded elements and reinforce the applied forces. First, this phenomenon involves a design of a large number of metal patches, where a large number of drills have to be made in the body... 

    Development of a stress-mode sensitive viscoelastic constitutive relationship for asphalt concrete: experimental and numerical modeling

    , Article Mechanics of Time-Dependent Materials ; Volume 21, Issue 3 , 2017 , Pages 383-417 ; 13852000 (ISSN) Karimi, M. M ; Tabatabaee, N ; Jahanbakhsh, H ; Jahangiri, B ; Sharif University of Technology
    Springer Netherlands  2017
    Abstract
    Asphalt binder is responsible for the thermo-viscoelastic mechanical behavior of asphalt concrete. Upon application of pure compressive stress to an asphalt concrete specimen, the stress is transferred by mechanisms such as aggregate interlock and the adhesion/cohesion properties of asphalt mastic. In the pure tensile stress mode, aggregate interlock plays a limited role in stress transfer, and the mastic phase plays the dominant role through its adhesive/cohesive and viscoelastic properties. Under actual combined loading patterns, any coordinate direction may experience different stress modes; therefore, the mechanical behavior is not the same in the different directions and the asphalt... 

    Finite-element modeling of thermal aspects in high speed cold strip rolling

    , Article Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture ; Volume 231, Issue 8 , 2017 , Pages 1350-1362 ; 09544054 (ISSN) Koohbor, B ; Moaven, K ; Sharif University of Technology
    SAGE Publications Ltd  2017
    Abstract
    An integrated model based on finite-element method has been proposed to examine the mechanical and thermal responses of strips and work-rolls in tandem and reverse cold rolling operations. The model has been developed such that the influence of various process parameters, such as lubrication, rolling speed, frictional state and back-up rolls, can be examined. Thermal behaviors of the rolled material and the work-rolls have been analyzed using stream-line upwind Petrov-Galerkin approach, in order to make the model applicable to high-speed rolling processes, as well. The results have been compared to the actual on-line measurements and shown to be of acceptable accuracy. Such modeling approach... 

    Numerical analysis of tilted angle shear connectors in steel-concrete composite systems

    , Article Steel and Composite Structures ; Volume 23, Issue 1 , 2017 , Pages 67-85 ; 12299367 (ISSN) Khorramian, K ; Maleki, S ; Shariati, M ; Jalali, A ; Tahir, M. M ; Sharif University of Technology
    Techno Press  2017
    Abstract
    This study investigates numerically the behavior of tilted angle shear connectors embedded in solid concrete slabs. Two different tilted angle connectors were used, titled angle with 112.5 and 135 degrees between the angle leg and steel beam flange. A nonlinear finite element model was developed to simulate and validate the experimental push-out tests. Parametric studies were performed to investigate the variations in concrete strength and connector's dimensions. The results indicate that the ultimate strength of a tilted angle shear connector is directly related to the square root of the concrete compressive strength. The effects of variations in the geometry of tilted angle connectors on... 

    A combined passive and active musculoskeletal model study to estimate L4-L5 load sharing

    , Article Journal of Biomechanics ; 2017 ; 00219290 (ISSN) Azari, F ; Arjmand, N ; Shirazi Adl, A ; Rahimi Moghaddam, T ; Sharif University of Technology
    Elsevier Ltd  2017
    Abstract
    A number of geometrically-detailed passive finite element (FE) models of the lumbar spine have been developed and validated under in vitro loading conditions. These models are devoid of muscles and thus cannot be directly used to simulate in vivo loading conditions acting on the lumbar joint structures or spinal implants. Gravity loads and muscle forces estimated by a trunk musculoskeletal (MS) model under twelve static activities were applied to a passive FE model of the L4-L5 segment to estimate load sharing among the joint structures (disc, ligaments, and facets) under simulated in vivo loading conditions. An equivalent follower (FL), that generates IDP equal to that generated by muscle... 

    Stability analysis of arch dam abutments due to seismic loading

    , Article Scientia Iranica ; Volume 24, Issue 2 , 2017 , Pages 467-475 ; 10263098 (ISSN) Mostafaei, H ; Sohrabi Gilani, M ; Ghaemian, M ; Sharif University of Technology
    Sharif University of Technology  2017
    Abstract
    Abutments of concrete arch dams are usually crossed by several joints, which may create some rock wedges. Abutment stability analysis and controlling the probable wedge movements is one of the main concerns in the design procedure of arch dams that should be investigated. For decades, the quasi-static method, due to its simple approach, has been used by most of dam designers. In this study, the dynamic method is presented and the obtained time history of sliding safety factors is compared with the quasi-static results. For this purpose, all three components of Kobe (1979) and Imperial Valley (1940) earthquakes are applied to the wedge, simultaneously, and the magnitude and direction of wedge... 

    Effects of eight different ligament property datasets on biomechanics of a lumbar L4-L5 finite element model

    , Article Journal of Biomechanics ; 2017 ; 00219290 (ISSN) Naserkhaki, S ; Arjmand, N ; Shirazi Adl, A ; Farahmand, F ; El Rich, M ; Sharif University of Technology
    Abstract
    Ligaments assist trunk muscles in balancing external moments and providing spinal stability. In absence of the personalized material properties for ligaments, finite element (FE) models use dispersed data from the literature. This study aims to investigate the relative effects of eight different ligament property datasets on FE model responses. Eight L4-L5 models distinct only in ligament properties were constructed and loaded under moment (15. N. m) alone or combined with a compressive follower load (FL). Range of motions (RoM) of the disc-alone model matched well in vitro data. Ligament properties significantly affected only sagittal RoMs (∼3.0-7.1° in flexion and ∼3.8-5.8° in extension at... 

    Prediction of machining chatter in milling based on dynamic FEM simulations of chip formation

    , Article Advances in Manufacturing ; Volume 6, Issue 3 , 2018 , Pages 334-344 ; 20953127 (ISSN) Jafarzadeh, E ; Movahhedy, M. R ; Khodaygan, S ; Ghorbani, M ; Sharif University of Technology
    Shanghai University Press  2018
    Abstract
    Chatter vibration is a major obstacle in achieveing increased machining performance. In this research, a finite element model of chip formation in a 2D milling process is used to predict the occurrence of chatter vibrations, and to investigate the effects of various machining parameters on this phenomenon. The dynamic properties of the machine tool at the tool tip are obtained based on experimental modal analysis, and are used in the model as the cutter dynamics. The model allows for the natural development of vibration as the result of the chip-tool engagement, and accounts for various phenomena that occur at the chip-tool interface ultimately leading to stable or unstable cutting. The...