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    Material removal simulation of aluminum compound tubes with incorporating real unloading behavior

    , Article 2007 ASME Pressure Vessels and Piping Conference, PVP 2007, San Antonio, TX, 22 July 2007 through 26 July 2007 ; Volume 3 , 2008 , Pages 195-201 ; 0277027X (ISSN); 0791842819 (ISBN); 9780791842812 (ISBN) Mohammadi, M ; Farrahi, G. H ; Hoseini, S. H ; Sharif University of Technology
    2008
    Abstract
    Real loading- unloading behavior of an A5083 aluminum alloy was recorded experimentally. This real behavior was incorporated in the variable material properties (VMP) numerical algorithm to predict residual stresses resulted from autofrettage and shrink fit in two kinds of autofrettage compound tubes. Using an analytical method, residual stresses induced by bore material removal via machining were calculated. Using developed VMP code and isotropic hardening rule in both autofrettage compound tubes, residual stresses resulted from shrink fit and autofrettage processes and via post machining, were estimated. Machining process simulation was performed for 10 mm bore material removal. ANSYS... 

    Biomechanical assessment of the niosh lifting equation in asymmetric load-handling activities using a detailed musculoskeletal model

    , Article Human Factors ; Volume 61, Issue 2 , 2019 , Pages 191-202 ; 00187208 (ISSN) Behjati, M ; Arjmand, N ; Sharif University of Technology
    SAGE Publications Inc  2019
    Abstract
    Objective: To assess adequacy of the National Institute for Occupational Safety and Health (NIOSH) Lifting Equation (NLE) in controlling lumbar spine loads below their recommended action limits during asymmetric load-handling activities using a detailed musculoskeletal model, that is, the AnyBody Modeling System. Background: The NIOSH committee employed simplistic biomechanical models for the calculation of the spine compressive loads with no estimates of the shear loads. It is therefore unknown whether the NLE would adequately control lumbar compression and shear loads below their recommended action limits during asymmetric load-handling activities. Method: Twenty-four static stoop lifting... 

    A rigid thorax assumption affects model loading predictions at the upper but not lower lumbar levels

    , Article Journal of Biomechanics ; Volume 49, Issue 13 , 2016 , Pages 3074-3078 ; 00219290 (ISSN) Ignasiak, D ; Ferguson, S. J ; Arjmand, N ; Sharif University of Technology
    Elsevier Ltd 
    Abstract
    A number of musculoskeletal models of the human spine have been used for predictions of lumbar and muscle forces. However, the predictive power of these models might be limited by a commonly made assumption; thoracic region is represented as a single lumped rigid body. This study hence aims to investigate the impact of such assumption on the predictions of spinal and muscle forces. A validated thoracolumbar spine model was used with a flexible thorax (T1–T12), a completely rigid one or rigid with thoracic posture updated at each analysis step. The simulations of isometric forward flexion up to 80°, with and without a 20 kg hand load, were performed, based on the previously measured... 

    A semi-analytical method for piezocomposite structures with arbitrary interfaces

    , Article Computer Methods in Applied Mechanics and Engineering ; Volume 194, Issue 42-44 , 2005 , Pages 4588-4604 ; 00457825 (ISSN) Kamali, M. T ; Shodja, H. M ; Sharif University of Technology
    2005
    Abstract
    A general three-dimensional semi-analytical solution of piezocomposite media consisting of various domains of distinct electro-mechanical properties is proposed. The interfaces between the domains may be non-planar. The geometry and boundary conditions may be arbitrary, and the applied loading can be in the form of traction, displacement, voltage, or any combination of them. In this approach, the unknown displacement field u1, u2, u3, and the electric potential φ are taken as appropriate functions in each domain, such that the continuity of the displacement field and the electric potential are exactly satisfied at the interfaces. Also, the continuities of traction stresses and normal... 

    Passive control of vibration of elastically supported beams subjected to moving loads

    , Article DETC2005: ASME International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, Long Beach, CA, 24 September 2005 through 28 September 2005 ; Volume 1 A , 2005 , Pages 153-158 ; 0791847381 (ISBN); 9780791847381 (ISBN) Younesian, D ; Esmailzadeh, E ; Kargarnovin, M. H ; Sharif University of Technology
    American Society of Mechanical Engineers  2005
    Abstract
    Vibration suppression of elastically supported beams subjected to moving loads is investigated in this work. For a Timoshenko beam with an arbitrary number of elastic supports, subjected to a constant axial compressive force, and having a tuned mass damper (TMD) installed at the mid-span, the equations of motion are derived and using the Galerkin approach the solution is sought. The optimum values of the frequency and damping ratio are determined both analytically and numerically and presented as some design curves directly applicable in the TMD design for bridge structures. To show the efficiency of the designed TMD, computer simulation for two real bridges, subjected to a S.K. S Japanese... 

    An analytical approach in dynamic calibration of strain gauge balances for aerodynamic measurements

    , Article IEEE Sensors Journal ; Volume 18, Issue 9 , May , 2018 , Pages 3572-3579 ; 1530437X (ISSN) Bighashdel, A ; Zare, H ; Pourtakdoust, S. H ; Sheikhy, A. A ; Sharif University of Technology
    Institute of Electrical and Electronics Engineers Inc  2018
    Abstract
    Strain gauge balances (SGBs) are efficient and accurate means of static force measurement. However, due to their inherent elastic characteristics, they lack desired performance when used in dynamic loading conditions. In this paper, a novel technique is presented that remedies their inherent weakness in measuring dynamic periodic forces. The proposed method produces a correction factor to compensate the measured loading in dynamic situations. For this purpose, first an analytical investigation is performed to determine the structural dynamic behavior of a typical SGB system via the modal approach. This analytical investigation leads to identification of the structural interference effects... 

    Dynamic stability of functionally graded cantilever cylindrical shells under distributed axial follower forces

    , Article Journal of Sound and Vibration ; Vol. 333, Issue. 3 , 3 February , 2014 , pp. 801-817 ; ISSN: 0022460X Torki, M. E ; Kazemi, M. T ; Reddy, J. N ; Haddadpoud, H ; Mahmoudkhani, S ; Sharif University of Technology
    Abstract
    In this paper, flutter of functionally graded material (FGM) cylindrical shells under distributed axial follower forces is addressed. The first-order shear deformation theory is used to model the shell, and the material properties are assumed to be graded in the thickness direction according to a power law distribution using the properties of two base material phases. The solution is obtained by using the extended Galerkin's method, which accounts for the natural boundary conditions that are not satisfied by the assumed displacement functions. The effect of changing the concentrated (Beck's) follower force into the uniform (Leipholz's) and linear (Hauger's) distributed follower loads on the... 

    On low back pain: Identification of structural changes in system parameters for fatigue loaded intervertebral disc using PCA

    , Article ICIAS 2012 - 2012 4th International Conference on Intelligent and Advanced Systems: A Conference of World Engineering, Science and Technology Congress (ESTCON) - Conference Proceedings, 12 June 2012 through 14 June 2012 ; Volume 1 , June , 2012 , Pages 378-381 ; 9781457719677 (ISBN) Khan, M. F ; Malik, A. S ; Rozana, F ; Xia, L ; Nikkhoo, M ; Wang, J. L ; Parnianpour, M ; Sharif University of Technology
    2012
    Abstract
    This paper presents the background of low back problem caused by repetitive fatigue loading. We emphasize on mechanism of Intervertebral Disc (IVD) and conditions for which the disc does not recover its original status under repetitive work and cause low back pain. The objective of this study is to identify structural changes in system parameters for fatigue loaded intervertebral disc. Principal component analysis (PCA) is used for studying the behavioral change of spine against cyclic loading as a function of time. Percentage difference and similarity factor was calculated for the analysis. Specimens were applied with impulse testing to measure the stiffness and acceleration after fracture,... 

    Variations in trunk muscle activities and spinal loads following posterior lumbar surgery: A combined in vivo and modeling investigation

    , Article Clinical Biomechanics ; Volume 30, Issue 10 , 2015 , Pages 1036-1042 ; 02680033 (ISSN) Jamshidnejad, S ; Arjmand, N ; Sharif University of Technology
    Abstract
    Background Iatrogenic injuries to paraspinal muscles during posterior lumbar surgery cause a reduction in their contractile cross-sectional area and thus presumably their postoperative activation. This study investigates the effect of such intraoperative injuries on postoperative patterns of muscle activations and spinal loads during various activities using a combined modeling and in vivo MR imaging approach. Methods A three-dimensional, multi-joint, musculoskeletal model was used to estimate pre- and postoperative muscle forces and spinal loads under various activities in upright and flexed postures. According to our in vivo pre- and postoperative (∼ 6 months) measurements in six patients... 

    Effects of concurrent earthquake and temperature loadings on cable-stayed bridges

    , Article International Journal of Structural Stability and Dynamics ; Volume 16, Issue 6 , 2016 ; 02194554 (ISSN) Maleki, S ; Maghsoudi Barmi, A ; Sharif University of Technology
    World Scientific Publishing Co. Pte Ltd 
    Abstract
    This paper discusses the necessity of considering the concurrent effects of uniform temperature and earthquake loadings in the design of cable-stayed bridges. This load combination is not foreseen in current design standards such as AASHTO and Eurocode. Three-dimensional finite element models of cable-stayed bridges are employed for nonlinear time history analyses. A load combination is proposed that adds uniform temperature loading to the existing extreme event load combination. The proposed combination is compared with existing extreme event load combination and the changes in forces and displacements are noted. A parametric study is then conducted by varying a number of properties of the... 

    Estimation of loads on human lumbar spine: A review of in vivo and computational model studies

    , Article Journal of Biomechanics ; Volume 49, Issue 6 , 2016 , Pages 833-845 ; 00219290 (ISSN) Dreischarf, M ; Shirazi Adl, A ; Arjmand, N ; Rohlmann, A ; Schmidt, H ; Wolff Institut, Julius ; Sharif University of Technology
    Elsevier Ltd 
    Abstract
    Spinal loads are recognized to play a causative role in back disorders and pain. Knowledge of lumbar spinal loads is required in proper management of various spinal disorders, effective risk prevention and assessment in the workplace, sports and rehabilitation, realistic testing of spinal implants as well as adequate loading in in vitro studies. During the last few decades, researchers have used a number of techniques to estimate spinal loads by measuring in vivo changes in the intradiscal pressure, body height, or forces and moments transmitted via instrumented vertebral implants. In parallel, computational models have been employed to estimate muscle forces and spinal loads under various... 

    The modified dynamic-based pushover analysis of steel moment resisting frames

    , Article Structural Design of Tall and Special Buildings ; Volume 26, Issue 12 , 2017 ; 15417794 (ISSN) Mirjalili, M. R ; Rahimzadeh Rofooei, F ; Sharif University of Technology
    Abstract
    A modified dynamic-based pushover (MDP) analysis is proposed to properly consider the effects of higher modes and the nonlinear behavior of the structural systems. For this purpose, first, a dynamic-based story force distribution (DSFD) load pattern is constructed using a linear dynamic analysis, either time history (THA) or response spectrum (RSA). Performing an initial pushover analysis with the DSFD load pattern, a nonlinearity modification factor (NMF) is calculated to modify the DSFD load pattern. The envelope of the peak responses of the structure obtained from 2 pushover analyses with the modified DSFD load pattern as well as the code suggested first mode load pattern are considered... 

    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... 

    Trunk hybrid passive–active musculoskeletal modeling to determine the detailed t12–s1 response under in vivo loads

    , Article Annals of Biomedical Engineering ; Volume 46, Issue 11 , 2018 , Pages 1830-1843 ; 00906964 (ISSN) Khoddam Khorasani, P ; Arjmand, N ; Shirazi Adl, A ; Sharif University of Technology
    Springer New York LLC  2018
    Abstract
    Biomechanical models of the spine either simplify intervertebral joints (using spherical joints or deformable beams) in musculoskeletal (MS) or overlook musculature in geometrically-detailed passive finite element (FE) models. These distinct active and passive models therefore fail to determine in vivo stresses and strains within and load-sharing among the joint structures (discs, ligaments, and facets). A novel hybrid active–passive spine model is therefore developed in which estimated trunk muscle forces from a MS model for in vivo activities drive a mechanically-equivalent passive FE model to quantify in vivo T12–S1 compression/shear loads, intradiscal pressures (IDP), centers of rotation... 

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

    , Article Journal of Biomechanics ; Volume 70 , March , 2018 , Pages 157-165 ; 00219290 (ISSN) Azari, F ; Arjmand, N ; Shirazi Adl, A ; Rahimi Moghaddam, T ; Sharif University of Technology
    Elsevier Ltd  2018
    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... 

    Role of collision angle during dissimilar Al/Cu magnetic pulse welding

    , Article Science and Technology of Welding and Joining ; Volume 25, Issue 7 , 2020 , Pages 549-555 Pourabbas, M ; Abdollah Zadeh, A ; Sarvari, M ; Movassagh Alanagh, F ; Pouranvari, M ; Sharif University of Technology
    Taylor and Francis Ltd  2020
    Abstract
    This paper investigates the influence of collision angle on the interface characteristics and mechanical properties of magnetic pulse welded AA4014 tubes/Cu rods. It is shown that the collision angle, which affects the collision velocity, plays a crucial role in controlling the thickness of intermetallic compounds (IMC) layer and defect formation at the weld interface. The creation of a thin and continuous IMC layer at the weld interface is responsible for the higher load-bearing capacity of the sample welded under a collision angle of 4°. The welds made at higher collision angles are featured by a thick IMC layer containing defects such as micro-cracks, pores and cavities, which reduced the... 

    Application of a kinematics-driven approach in human spine biomechanics during an isometric lift

    , Article Scientia Iranica ; Volume 15, Issue 5 , 2008 , Pages 596-612 ; 10263098 (ISSN) Arjmand, N ; Shirazi-Adl, A ; Bazrgari, B ; Parnianpour, M ; Sharif University of Technology
    Sharif University of Technology  2008
    Abstract
    Effective prevention and treatment management of spinal disorders can only be based on accurate estimation of muscle forces and spinal loads during various activities such as lifting. The infeasibility of experimental methods to measure muscle and spinal loads has prompted the use of biomechanical modeling techniques. A major shortcoming in many previous and current models is the consideration of equilibrium conditions only at a single cross section, rather than along the entire length of the spine, when attempting to compute muscle forces and spinal loads. The assumption of extensor global muscles with straight rather than curved paths and of the spinal segments as joints with no... 

    Sex-Dependent estimation of spinal loads during static manual material handling activities—combined in vivo and in silico analyses

    , Article Frontiers in Bioengineering and Biotechnology ; Volume 9 , 2021 ; 22964185 (ISSN) Firouzabadi, A ; Arjmand, N ; Pan, F ; Zander, T ; Schmidt, H ; Sharif University of Technology
    Frontiers Media S.A  2021
    Abstract
    Manual material handling (MMH) is considered as one of the main contributors to low back pain. While males traditionally perform MMH tasks, recently the number of females who undertake these physically-demanding activities is also increasing. To evaluate the risk of mechanical injuries, the majority of previous studies have estimated spinal forces using different modeling approaches that mostly focus on male individuals. Notable sex-dependent differences have, however, been reported in torso muscle strength and anatomy, segmental mass distribution, as well as lifting strategy during MMH. Therefore, this study aimed to use sex-specific models to estimate lumbar spinal and muscle forces during... 

    Finite element analysis of rectangular and flanged steel-concrete shear walls under cyclic loading

    , Article Structural Design of Tall and Special Buildings ; Volume 30, Issue 12 , 2021 ; 15417794 (ISSN) Asgarpoor, M ; Gharavi, A ; Epackachi, S ; Mirghaderi, S.R ; Sharif University of Technology
    John Wiley and Sons Ltd  2021
    Abstract
    The seismic performance of steel-plate concrete (SC) shear walls is numerically investigated for various SC wall geometrical shapes. Steel faceplates and infill concrete are two main components of SC walls; a full connection between steel and concrete is required for composite action. A comprehensive set of SC wall specimens with different cross-sectional shapes and geometrical properties were tested in the literature for evaluating their seismic behavior. The numerical responses of 17 tested SC walls, including rectangular, T-shaped, and flanged walls, isolated and coupled walls, with and without boundary elements and endplates, subjected to cyclic lateral loading and a wide range of axial... 

    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...