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    Finite element modeling of incremental bridge launching and study on behavior of the bridge during construction stages

    , Article International Journal of Civil Engineering ; Volume 13, Issue 1 , 2015 , Pages 112-125 ; 17350522 (ISSN) Shojaei, A ; Tajmir Riahi, H ; Hirmand, M ; Sharif University of Technology
    Iran University of Science and Technology  2015
    Abstract
    Incremental launching is a widespread bridge erection technique which may offer many advantages for bridge designers. Since internal forces of deck vary perpetually during construction stages, simulation and modeling of the bridge behavior, for each step of launching, are tedious and time consuming tasks. The problem becomes much more complicated in construction progression. Considering other load cases such as support settlements or temperature effects makes the problem more intricate. Therefore, modeling of construction stages entails a reliable, simple, economical and fast algorithmic solution. In this paper, a new Finite Element (FE) model for study on static behavior of bridges during... 

    Dynamic localization of light in squeezed-like photonic lattices

    , Article Optics Communications ; Volume 367 , 2016 ; 00304018 (ISSN) Khazaei Nezhad, M ; Golshani, M ; Mahdavi, S. M ; Bahrampour, A. R ; Langari, A ; Sharif University of Technology
    Elsevier  2016
    Abstract
    We investigate the dynamic localization of light in the sinusoidal bent squeezed-like photonic lattices, a class of inhomogeneous semi-infinite waveguide arrays. Our findings show that, dynamic localization takes place for the normalized amplitude of sinusoidal profile (α) above a critical value α c. In this regime, for any normalized amplitude α>αc, there is a specific spatial period (ℓ) of waveguides, in which the dynamical oscillation, with the same spatial period occurs. Moreover, the specific spatial period is a decreasing function of the normalized amplitude α. Accordingly, the dynamical oscillation and self-imaging is realized, in spite of the existence of inhomogeneous coupling... 

    The Effect of Dam-Foundation Interaction on The Seismic Behavior of Concrete Gravity Dams Using Semi-Infinite Elements

    , M.Sc. Thesis Sharif University of Technology Abbasnezhad, Hamed (Author) ; Ghaemian, Mohsen (Supervisor) ; Toufigh, Vahab (Supervisor)
    Abstract
    Owing to severe consequences of dams’ failure, studying the seismic behavior of concrete dams with dam-reservoir-foundation interaction consideration is of paramount importance. Several researches have focused their studies on realistic modeling of dams in terms of their dynamic behavior in the past. The nature of dam’s foundation is a semi-infinite continuum which requires the accurate modelling of structure-foundation interaction. Given that simulation of foundation as a semi-infinite continuum is not feasible by finite element, this infinite continuum should be curtailed with specific considerations in the curtailed parts to avoid the reflection of the outgoing waves. An alternative... 

    Thickness optimization of polyurethane floor insulation based on analysis of the heat transfer in a multi-layer

    , Article ASME 2014 12th Biennial Conference on Engineering Systems Design and Analysis, ESDA 2014 ; Vol. 3, issue , 2014 Moosavi, A ; Saidi, M. H ; Reshadi, M ; Sharif University of Technology
    Abstract
    During the year, due to weather conditions, the temperature fluctuations at surface level cause problems in underground pipes as a result of freezing water. One of the best prevention strategies is the use of polyurethane floor insulation for keeping the temperature of clay above zero degrees Celsius. In this study to calculate the minimum thickness of polyurethane insulation layer, the differential equation of energy is solved based on principle of separation of variables using imaginary eigenvalues for consistency with the temperature distribution in multi-layer consist of asphalt, gravel and polyurethane with finite thickness and clay as a semiinfinite medium with periodic thermal... 

    Determination of reflectance optical sensor array configuration using 3-layer tissue model and Monte Carlo simulation

    , Article IFMBE Proceedings, 20 June 2011 through 23 June 2011 ; Volume 35 IFMBE , 2011 , Pages 424-427 ; 16800737 (ISSN) ; 9783642217289 (ISBN) Jumadi, N. A ; Gan, K. B ; Mohd Ali, M. A ; Zahedi, E ; Sharif University of Technology
    2011
    Abstract
    A new reflectance optical sensor array for locating fetal signal transabdominally has been determined in this study. The selection of optical sensor array is based on the highest Irradiance (μW/m2) value estimated on respected detectors. A three-layer semi-infinite tissue model which consists of maternal, amniotic fluid sac and fetal tissues is employed to study the optical sensor array configuration. By using statistical error approach, the number of rays injected to the system can be set to 1 million rays with ±3.2% of simulation error. The simulation results obtained from Monte Carlo technique reveal that diamond configuration is the most suitable configuration of reflectance optical... 

    Development of a penetration model for an erosive long rod considering strength effects of colliding materials

    , Article Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science ; Volume 225, Issue 4 , August , 2011 , Pages 965-973 ; 09544062 (ISSN) Nezamabadi, A. R ; Vahedi, K ; Zohoor, H ; Sharif University of Technology
    2011
    Abstract
    In this article a simple penetration model for the terminal ballistic of long rod penetrators is developed. The model is to predict the crater depth of a projectile penetrating into a semi-infinite target. A principle objective was to take an account of strength properties of colliding materials using erosive phenomena. The entire velocity regime from low to hypervelocity is analysed. The effect of the penetrator aspect ratio is also considered in the model. The model developed here is based on the steady-state penetration process and is used to compare with existing experimental measurements. The results of the comparison show very good agreement with experimental investigations of other... 

    The effects of geometrical parameters on force distributions and mechanics of carbon nanotubes: A critical study

    , Article Communications in Nonlinear Science and Numerical Simulation ; Volume 14, Issue 12 , 2009 , Pages 4246-4263 ; 10075704 (ISSN) Ansari, R ; Motevalli, B ; Sharif University of Technology
    Abstract
    In this paper, using the continuum approximation together with Lennard-Jones potential, a new semi-analytical expression is given to evaluate the van der Waals interaction between two single-walled carbon nanotubes. Based on this expression, two new formulations are also proposed to model multi-walled carbon nanotubes. In the first one, the interactions between each pair of shells from the inner and outer tubes are summed up over all of the pairs, whereas in the second formulation, a set of correction factors are applied to convert the results of double-walled carbon nanotubes to the correlated multi-walled ones. With respect to the present formulations, extensive studies on the variations... 

    Performance optimization of a long rod penetrator penetrating into a semi-infinite target considering bending characteristics

    , Article Turkish Journal of Engineering and Environmental Sciences ; Volume 33, Issue 1 , 2009 , Pages 9-20 ; 13000160 (ISSN) Vahedi, K ; Zohoor, H ; Nezamabadi, A ; Zolfaghari, M ; Sharif University of Technology
    2009
    Abstract
    In this article a new parameter is introduced that optimizes penetration depth of a long rod penetrating into a semi-infinite target. This parameter helps to optimize penetration depth when the projectile is subjected to transverse loading. This parameter is defined using a simple assumption governing bending moment and deflection of the rod as well as the experimental observation of long rod penetrators having aspect ratios (L/D) of greater than 30. In this article the length of the rod that sustains allowable bending stress but does not fail is calculated. Using the results of the bending analysis and solution of the Alekseevskii & Tate (AT) equation, an analytical method to optimize... 

    Electrophoretic encapsulation for slow release of vancomycin from perpendicular TiO2 nanotubes grown on Ti6Al4V electrodes

    , Article Materials Research Express ; Volume 6, Issue 12 , 2019 ; 20531591 (ISSN) ; https://iopscience.iop.org/article/10.1088/2053-1591/ab6c98 Riahi, Z ; Ahmadi Seyedkhani, S ; Sadrnezhaad, S. K ; Sharif University of Technology
    Institute of Physics Publishing  2019
    Abstract
    Ordered perpendicular TiO2 nanotubes (TNT) with 405 to 952 nm length and 60 to 90 nm diameter were grown via 40 to 120 min anodization of Ti6Al4V flat substrates. The samples were called TNT-40, -60, -80, -100, and -120. Vancomycin was loaded on the bare and anodized electrodes by separate immersion and electrophoretic (EP) deposition procedures. EP loading resulted in storage capacity of 5221.86 μg cm-2 for TNT-80 which was much higher than 1036.75 μg cm-2 of immersed sample. Drug release comprised of three stages: (i) burst release (78% for the bare, and 23% for the TNT-80 sample), (ii) gradual transport (21% for the bare, and 64% for the TNT-80 sample), and (iii) equilibrium. Transfer... 

    Seismic analysis of dam-foundation-reservoir system including the effects of foundation mass and radiation damping

    , Article Earthquake Engineering and Engineering Vibration ; Volume 18, Issue 1 , 2019 , Pages 203-218 ; 16713664 (ISSN) Mohammadnezhad, H ; Ghaemian, M ; Noorzad, A ; Sharif University of Technology
    Institute of Engineering Mechanics (IEM)  2019
    Abstract
    One of the main concerns in using commercial software for finite element analyses of dam-foundation-reservoir systems is that the simplifying assumptions of the massless foundation are unreliable. In this study, an appropriate direct finite element method is introduced for simulating the mass, radiation damping and wave propagation effect in foundations of dam-foundation-reservoir systems using commercial software ABAQUS. The free-field boundary condition is used for modeling the semi-infinite foundation and radiation damping, which is not a built-in boundary condition in most of the available commercial software for finite element analysis of structures such as ANSYS or ABAQUS and thus... 

    Electrophoretic encapsulation for slow release of vancomycin from perpendicular TiO2 nanotubes grown on Ti6Al4V electrodes

    , Article Materials Research Express ; Volume 6, Issue 12 , 2019 ; 20531591 (ISSN) Riahi, Z ; Ahmadi Seyedkhani, S ; Sadrnezhaad, S. K ; Sharif University of Technology
    Institute of Physics Publishing  2019
    Abstract
    Ordered perpendicular TiO2 nanotubes (TNT) with 405 to 952 nm length and 60 to 90 nm diameter were grown via 40 to 120 min anodization of Ti6Al4V flat substrates. The samples were called TNT-40, -60, -80, -100, and -120. Vancomycin was loaded on the bare and anodized electrodes by separate immersion and electrophoretic (EP) deposition procedures. EP loading resulted in storage capacity of 5221.86 μg cm-2 for TNT-80 which was much higher than 1036.75 μg cm-2 of immersed sample. Drug release comprised of three stages: (i) burst release (78% for the bare, and 23% for the TNT-80 sample), (ii) gradual transport (21% for the bare, and 64% for the TNT-80 sample), and (iii) equilibrium. Transfer... 

    Effect of seismic wave propagation in massed medium on rate-dependent anisotropic damage growth in concrete gravity dams

    , Article Frontiers of Structural and Civil Engineering ; Volume 15, Issue 2 , 2021 , Pages 346-363 ; 20952430 (ISSN) Daneshyar, A ; Mohammadnezhad, H ; Ghaemian, M ; Sharif University of Technology
    Higher Education Press Limited Company  2021
    Abstract
    Seismic modeling of massive structures requires special caution, as wave propagation effects significantly affect the responses. This becomes more crucial when the path-dependent behavior of the material is considered. The coexistence of these conditions renders numerical earthquake analysis of concrete dams challenging. Herein, a finite element model for a comprehensive nonlinear seismic simulation of concrete gravity dams, including realistic soil-structure interactions, is introduced. A semi-infinite medium is formulated based on the domain reduction method in conjunction with standard viscous boundaries. Accurate representation of radiation damping in a half-space medium and wave... 

    A discretized analytical solution for fully coupled non-linear simulation of heat and mass transfer in poroelastic unsaturated media

    , Article International Journal for Numerical and Analytical Methods in Geomechanics ; Volume 33, Issue 13 , 2009 , Pages 1589-1611 ; 03639061 (ISSN) Arfaei Malekzadeh, F ; Pak, A ; Sharif University of Technology
    2009
    Abstract
    Mathematical simulation of non-isothermal multiphase flow in deformable unsaturated porous media is a complicated issue because of the need to employ multiple partial differential equations, the need to take into account mass and energy transfer between phases and because of the non-linear nature of the governing partial differential equations. In this paper, an analytical solution for analyzing a fully coupled problem is presented for the one-dimensional case where the coefficients of the system of equations are assumed to be constant for the entire domain. A major issue is the non-linearity of the governing equations, which is not considered in the analytical solution. In order to...