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    Elastic collapse of thin long cylindrical shells under external pressure

    , Article Thin-Walled Structures ; Volume 124 , 2018 , Pages 81-87 ; 02638231 (ISSN) Salahshour, S ; Fallah, F ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    This paper investigates local elastic buckling of thin long cylindrical shells under external pressure. Based on Donnell's and Sanders’ theories of thin shells and von Karman nonlinearity assumptions, the potential energy is derived. The buckling load and curves of the static equilibrium path are obtained using the Ritz method. The results are validated with the existing ones in the literature. Furthermore, the case where the pressure is perpendicular to the deformed state is compared with a dead loading. It is demonstrated that the former yields a lower critical pressure in both shell theories. © 2017 Elsevier Ltd  

    Investigation of Local Buckling in Marine Pipelines under External Pressure

    , M.Sc. Thesis Sharif University of Technology Salahshoor Langroudi, Soheil (Author) ; Fallah Rajabzadeh, Famida (Supervisor) ; Seef, Mohammad Saeed (Co-Advisor)
    Abstract
    To keep up with the growing demands for energy, the oil and gas industry ventures into deeper waters. This increases complexity of offshore projects. Part of this complexity is due to the resistance of a pipeline against local buckling collapse due to external pressure that is more significant in higher pipe laying depth and consequently higher external pressure. Pipeline response to external pressure is an important factor in design of marine pipeline.Local buckling of a pipeline is the buckling behaviour within the pipeline cross section. Other types of buckling behaviour such as upheaval and lateralbuckling are not in the scope of this thesis.In this thesis, the installing pipeline is... 

    Micro helical polymeric structures produced by variable voltage direct electrospinning

    , Article Soft Matter ; Volume 7, Issue 22 , 2011 , Pages 10548-10551 ; 1744683X (ISSN) Shariatpanahi, S. P ; Iraji Zad, A ; Abdollahzadeh, I ; Shirsavar, R ; Bonn, D ; Ejtehadi, R ; Sharif University of Technology
    2011
    Abstract
    Direct near field electrospinning is used to produce very long helical polystyrene microfibers in water. The pitch length of helices can be controlled by changing the applied voltage, allowing the production of both microsprings and microchannels. Using a novel high frequency variable voltage electrospinning method we determined the helix formation speed and compared the experimental buckling frequency to theoretical expressions for viscous and elastic buckling. Finally we showed that the new method can be used to produce new periodic micro and nano structures  

    Stability of single-walled carbon nanopeapods under combined axial compressive load and external pressure

    , Article Physica E: Low-Dimensional Systems and Nanostructures ; Volume 41, Issue 3 , 2009 , Pages 513-517 ; 13869477 (ISSN) Najafi Sohi, A ; Naghdabadi, R ; Sharif University of Technology
    Elsevier  2009
    Abstract
    In this paper, the axial stability of single-walled carbon nanopeapods is studied based on an elastic continuum shell model. In order to model the non-bonded van der Waals interactions between host carbon nanotube and guest fullerenes, an equivalent pressure distribution is proposed and incorporated in the model. Deriving an explicit equation for the determination of critical axial load, it is concluded that the axial stability of a single-walled carbon nanopeapod is less than that of a carbon nanotube under otherwise identical conditions. In addition, it is shown that applying external pressure to the carbon nanopeapod decreases the axial compressive stability through reducing the critical... 

    A Study on Elephant’s Foot Buckling in Cylindrical Steel Storage Tanks using Finite Element Nonlinear Analysis

    , M.Sc. Thesis Sharif University of Technology Sangi, Salman (Author) ; Moghaddam, Hassan (Supervisor) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    Considering the role of fluid storage tanks within or after an earthquake and the irreparable damages of such structures that arise from the flammable or toxic nature of the fluids stored in them, it is very important to ensure stability and durability of the tanks under seismic loading. One of the most important damages to storage tanks within the past earthquakes has been lack of stability of their shells taking place in the form of a local bulge of wall, known as “elephant foot buckling’. This phenomenon is a subsequent of high levels of hoop tension, which is a result of containing liquid pressure, along with axial load of surrounding walls. Recent studies reveal that there is no...