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    Twisted-shape selection of self-assembled Si 〈100〉 nanobelts and nanowires

    , Article Journal of Physics D: Applied Physics ; Volume 54, Issue 25 , 2021 ; 00223727 (ISSN) Danesh, V ; Nejat Pishkenari, H ; Zohoor, H ; Sharif University of Technology
    IOP Publishing Ltd  2021
    Abstract
    This letter discusses the surface-reconstruction-induced self-twisting behavior of Si100 nanobelts and nanowires (NWs) with rectangular cross section. Giving a thorough physical interpretation, we explain the reason behind this phenomenon and present a continuum-based model. It is revealed that these structures can self-assemble into both right- and left-handed helicoids depending on their crystal arrangements. More specifically, for NWs with the same number of layers in each of their cross sections directions, two distinct values of torsion angle are possible for each of right- and left-handed twisted morphologies. In conclusion, four modes of torsion can be observed in Si100 NWs.... 

    Investigating the effect of mixing layer rheology on granular flow over entrainable beds using SPH method

    , Article Computers and Geosciences ; Volume 155 , 2021 ; 00983004 (ISSN) Nikooei, M ; Manzari, M. T ; Sharif University of Technology
    Elsevier Ltd  2021
    Abstract
    This paper numerically studies the interaction of a flowing granular material with an entrainable granular bed, while materials are mixed at the interface of two materials. The rheological behavior of this granular mixture is characterized by a generalized viscoplastic model that includes local volume fraction of materials as well as their physical properties, i.e. size, density, and friction angle. Additionally, the effect of the dynamics of entrained bed-type particles on the rheology of the granular mixture is considered. The governing equations of the flow are discretized using the Incompressible Smoothed Particle Hydrodynamics (SPH) method in which mixing of particles can be... 

    Correlation between structural performance levels and damage indexes in steel frames subjected to earthquakes

    , Article Scientia Iranica ; Volume 16, Issue 2 A , 2009 , Pages 147-155 ; 10263098 (ISSN) Arjomandi, K ; Estekanchi, H ; Vafai, A ; Sharif University of Technology
    2009
    Abstract
    Various damage indexes have been introduced in recent years incorporating different parameters for estimating structural damage. Amongst these indexes, Plastic Ductility and Drift have been the center of attention of standards and building codes, like FEMA-356, because of their straightforward physical interpretation and ease of calculation. In this paper, several steel moment frames have been considered and their responses have been evaluated under a set of scaled earthquakes. A group of various damage indexes, which included cumulative and non cumulative, cyclic fatigue based, deformation based and modal parameter based, has been considered and the damage to structures has been evaluated...