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    Numerical investigation of stability of deep excavations supported by soil-nailing method

    , Article Geomechanics and Geoengineering ; 2019 ; 17486025 (ISSN) Pak, A ; Maleki, J ; Aghakhani, N ; Yousefi, M ; Sharif University of Technology
    Taylor and Francis Ltd  2019
    Abstract
    Deep excavation in urban areas can cause instability problems due to significant settlement at the ground surface and large movements at the excavation facing walls. One of the most popular methods used to stabilise these excavations is utilising soil-nailing method. This method has also been widely used to stabilise natural slopes and earth retaining structures. Because of the complexity involved in the mechanism of this stabilising system due to interacting effects of the soil, nails, grout and shotcrete, numerical modelling with high accuracy should be used to analyse the behaviour of the soil-nailed walls. Considering all aspects of soil-structure interaction in the present research, a... 

    Numerical investigation of stability of deep excavations supported by soil-nailing method

    , Article Geomechanics and Geoengineering ; 2019 ; 17486025 (ISSN) Pak, A ; Maleki, J ; Aghakhani, N ; Yousefi, M ; Sharif University of Technology
    Taylor and Francis Ltd  2019
    Abstract
    Deep excavation in urban areas can cause instability problems due to significant settlement at the ground surface and large movements at the excavation facing walls. One of the most popular methods used to stabilise these excavations is utilising soil-nailing method. This method has also been widely used to stabilise natural slopes and earth retaining structures. Because of the complexity involved in the mechanism of this stabilising system due to interacting effects of the soil, nails, grout and shotcrete, numerical modelling with high accuracy should be used to analyse the behaviour of the soil-nailed walls. Considering all aspects of soil-structure interaction in the present research, a... 

    Numerical investigation of stability of deep excavations supported by soil-nailing method

    , Article Geomechanics and Geoengineering ; Volume 16, Issue 6 , 2021 , Pages 434-451 ; 17486025 (ISSN) Pak, A ; Maleki, J ; Aghakhani, N ; Yousefi, M ; Sharif University of Technology
    Taylor and Francis Ltd  2021
    Abstract
    Deep excavation in urban areas can cause instability problems due to significant settlement at the ground surface and large movements at the excavation facing walls. One of the most popular methods used to stabilise these excavations is utilising soil-nailing method. This method has also been widely used to stabilise natural slopes and earth retaining structures. Because of the complexity involved in the mechanism of this stabilising system due to interacting effects of the soil, nails, grout and shotcrete, numerical modelling with high accuracy should be used to analyse the behaviour of the soil-nailed walls. Considering all aspects of soil-structure interaction in the present research, a... 

    Design, Simulation, Prototyping and Analysis of a Lengthening Femoral Implant

    , M.Sc. Thesis Sharif University of Technology Mahdavifar, Mohsen (Author) ; Farahmand, Farzam (Supervisor) ; Durali, Mohammad (Supervisor)
    Abstract
    Motorized intramedullary nails are a viable solution to treat patients with limb-length inequality. These fully implanted devices use external magnetic actuation to extend. This research examines the conceptual design of this type of nails by investigating various ideas and previous designs. The implant mechanism, body and controller are designed in detail. It was then simulated in standard tests to evaluate it. In addition, the implanted nail undergoes a biomechanical analysis and its stiffness is assessed. Finally, the controller design is carried out using dipole magnetic theory and verified by finite element simulations. As a proof of concept, we made a prototype that is twice the size... 

    Numerical investigation into the static behavior of stepped soil nail walls

    , Article Scientia Iranica ; Volume 25, Issue 1 , 2018 , Pages 140-151 ; 10263098 (ISSN) Ahmadi, M. M ; Borghei, A ; Sharif University of Technology
    Sharif University of Technology  2018
    Abstract
    This paper presents a numerical investigation into the static behavior of stepped soil nail walls constructed in dry sandy soils. The finite element method was used to study influence of wall geometry and soil parameters on behavior of the walls. We analyzed walls with heights of 10, 15, and 20 m. This study shows that the wall deformation and the nail tensile forces of the stepped soil nail wall are smaller than those of the typical soil nail wall. If properties of soils such as friction angle, cohesion, and elastic modulus decrease, more decrease in the wall lateral displacement and nail tensile forces of a stepped soil nail wall would occur. Therefore, stepped soil nail walls are more... 

    A Nail Selection Methodology for Intramedullary Nailing of Femoral Fractures Based on the Bone-nail Contact Conditions

    , M.Sc. Thesis Sharif University of Technology Hassanzadeh Isfahani, Mohammadreza (Author) ; Farahmand, Farzam (Supervisor) ; Behzadipour, Saeed (Supervisor)
    Abstract
    Intramedullary nailing procedure is one of the common methods for fixing the fracture of long bones, in which after reduction of a fractured bone and opening up the bone medullary cavity with a drill and metal wire, the surgeon inserts the rod into the bone with continuous strikes. The rod is then tighten to the bone sing the locking screws on the two ends. The mechanical stability of fracture fixation against shear and rotary movement of the two broken parts is essential for the process of repair and fracture treatment. This stability depends on several factors including the difference curvature of the rod and the bone, the bar diameter, the cross-sectional area of the rod, and the function... 

    A patient specific finite element simulation of intramedullary nailing to predict the displacement of the distal locking hole

    , Article Medical Engineering and Physics ; Volume 55 , May , 2018 , Pages 34-42 ; 13504533 (ISSN) Mortazavi, J ; Farahmand, F ; Behzadipour, S ; Yeganeh, A ; Aghighi, M ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    Distal locking is a challenging subtask of intramedullary nailing fracture fixation due to the nail deformation that makes the proximally mounted targeting systems ineffective. A patient specific finite element model was developed, based on the QCT data of a cadaveric femur, to predict the position of the distal hole of the nail postoperatively. The mechanical interactions of femur and nail (of two sizes) during nail insertion was simulated using ABAQUS in two steps of dynamic pushing and static equilibrium, for the intact and distally fractured bone. Experiments were also performed on the same specimen to validate the simulation results. A good agreement was found between the model... 

    Design and Fabrication of a Distal Locking Screw Aiming Device for Treatment of Shaft Fractures of Long Bones with Intramedullary Nails

    , M.Sc. Thesis Sharif University of Technology Porsa, Sina (Author) ; Farahmand, Farzam (Supervisor) ; sadat fumani, Mahmood (Supervisor)
    Abstract
    Fractures of the shaft of the long bones-especially in femur and tibia- is one of the most common fractures. In past decades various methods have been suggested for induction, fixation and repair of these fractures. The main fixation method for shaft fractures of femur and tibia in adult patients is named “Intramedullary Nailing”. In this method, after inducing the fracture, the bone marrow is pulled out via a hole created in the proximal part of the bone. Then, a nail will go down through this empty space inside the bone. This nail will be fixed in to proximal and distal parts of fractures with some locking screws. This way, the part of fracture cannot move respect to each other and the... 

    Dynamic and Static Behavior of Soil Nail Wall and Stepped Soil Nail Wall

    , M.Sc. Thesis Sharif University of Technology Borghei, Amin (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    Soil nailing is a method of in situ reinforcement utilizing passive inclusions. It can be used to retain excavations and stabilize slopes by creating in situ, reinforced, soil retaining structures. This method has been used widely in recent years. Construction of a soil nail wall is performed in vertical steps, with construction starting at the top of the excavation and proceeding down. Once an excavated step is reinforced with soil nails, a permanent or temporary facing is then applied to retain the soil. Stepped soil nail wall is formed by setting a platform in the middle part of a typical soil nail wall.In this Thesis, behavior of a soil nail wall and a stepped soil nail wall are studied... 

    Pre-planning of intramedullary nailing procedures: A methodology for predicting the position of the distal hole

    , Article Medical Engineering and Physics ; Volume 74 , 2019 , Pages 172-179 ; 13504533 (ISSN) Mortazavi, J ; Farahmand, F ; Behzadipour, S ; Yeganeh, A ; Sharif University of Technology
    Elsevier Ltd  2019
    Abstract
    Inserting the distal locking screws is a challenging step of the intramedullary nailing procedures due to the nail deformation that makes the proximally mounted targeting systems ineffective. A pre-planning methodology is proposed, based on an analytical model of the nail–bone construct, to predict the nail deformation during surgery using orthogonal preoperative radiographs. Each of the femoral shaft and the nail was modeled as a curved tubular Euler–Bernoulli beam. The unknown positions and forces of the nail–bone interaction were found using a systematic trial and error approach, which minimized the total strain energy of the system while satisfying the force and geometrical constraints.... 

    Numerical Analysis of Soil-Nailed Walls in Seismic Condition

    , M.Sc. Thesis Sharif University of Technology Hazeghian, Mohammad (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    Soil nailing is an in-situ technique of mechanically stabilizing soil masses which has been used in France, Germany, United states, and recently in Iran. A review of literature shows that Soil-Nailed walls have performed well during strong ground motions in comparison with the gravity retaining structures. After the 1989 Loma Prieta earthquake, minor signs of distress or corresponding deformation were found on the Soil-Nailed walls, indicating excellent performance of such structures during moderate and strong shakings. These observations indicate that Soil-Nailed walls have an inherent satisfactory seismic response. This has been attributed to the intrinsic flexibility of the Soil-Nailed... 

    Stiffness of knee-spanning external fixation systems for traumatic knee dislocations: A biomechanical study

    , Article Journal of Orthopaedic Trauma ; Volume 24, Issue 11 , Nov , 2010 , Pages 693-696 ; 08905339 (ISSN) Mercer, D ; Firoozbakhsh, K ; Prevost, M ; Mulkey, P ; Decoster, T. A ; Schenck, R ; Sharif University of Technology
    2010
    Abstract
    Objective: The purpose of this study was to compare the relative stiffness of four common external fixation (XF) configurations used to span and stabilize the knee after knee dislocation. Methods: Synthetic composite femora and tibiae connected with cords were used to simulate a knee. Four configurations of external fixation were tested: anterior femoral pins with monotube (XF1), anterolateral femoral pins with monotube (XF2), anterolateral femoral pins with two connecting rods (XF3), and hinged ring fixator (XF4). Six specimens of each configuration were loaded nondestructively in varus/valgus, anterior-to- posterior shear, flexion/extension, axial compression, internal/external torsion,...