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    Collapse Tests on Externally Pressurized Toroids 

    Source: Journal of Pressure Vessel Technology:;2003:;volume( 125 ):;issue: 001:;page 91
    Author(s): J. Błachut
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper discusses the load-carrying capacity of toroidal shells with closed circular cross section and loaded by static external pressure. Details about the manufacturing, pre-experiment measurements ...
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    Plastic Loads for Internally Pressurized Toroidal Shells 

    Source: Journal of Pressure Vessel Technology:;2005:;volume( 127 ):;issue: 002:;page 151
    Author(s): J. Błachut
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Tests on two internally pressurized toroidal shells are described in this paper. These were laboratory scale models manufactured by welding 90°, 316L steel elbows. The outside diameter of ...
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    Buckling of Externally Pressurized Prolate Ellipsoidal Domes 

    Source: Journal of Pressure Vessel Technology:;2008:;volume( 130 ):;issue: 001:;page 11210
    Author(s): P. Smith; J. Błachut
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Details are given of a numerical and experimental study into buckling of steel ellipsoidal domes loaded by static external pressure. A range of geometries and thicknesses of domes is examined, ...
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    Buckling of Unstiffened Steel Cones Subjected to Axial Compression and External Pressure 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2012:;volume( 134 ):;issue: 003:;page 31603
    Author(s): J. Błachut; O. Ifayefunmi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This is the first study into elastic-plastic buckling of unstiffened truncated conical shells under simultaneously acting axial compression and an independent external pressure. This is both a ...
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    Buckling of Barreled Shells Subjected to External Hydrostatic Pressure 

    Source: Journal of Pressure Vessel Technology:;2001:;volume( 123 ):;issue: 002:;page 232
    Author(s): J. Błachut; P. Wang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper considers barreling of a mild steel cylindrical shell as a way of improving its load carrying capacity when subjected to static external pressure. Numerical results show that the ...
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    Plastic Buckling of Conical Shells 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 004:;page 41401
    Author(s): J. Błachut; O. Ifayefunmi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper studies the static stability of metal cones subjected to combined, simultaneous action of the external pressure and axial compression. Cones are relatively thick; hence, their buckling ...
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    Plastic Instability Pressure of Toroidal Shells 

    Source: Journal of Pressure Vessel Technology:;2009:;volume( 131 ):;issue: 005:;page 51203
    Author(s): Vu Truong Vu; J. Blachut
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper considers the determination of plastic instability pressure in toroidal shells under internal uniform pressure. Analytical and numerical approaches, as well as verification by experiments, ...
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    On the Choice of Initial Geometric Imperfections in Externally Pressurized Shells 

    Source: Journal of Pressure Vessel Technology:;1999:;volume( 121 ):;issue: 001:;page 71
    Author(s): J. Błachut; O. R. Jaiswal
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Localized and global, of eigenmode type, initial geometric imperfections were superimposed on perfect torispherical, ellipsoidal, and toroidal shells of circular and elliptical cross section. Reduction ...
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    Experimental and Numerical Investigation of Plain and Gouged Dents in Steel Pipes Subjected to Pressure and Moment Loading 

    Source: Journal of Pressure Vessel Technology:;2008:;volume( 130 ):;issue: 002:;page 21203
    Author(s): J. Błachut; I. B. Iflefel
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Six laboratory scale, mild steel pipes with the outside diameter-to-wall-thickness ratio, Do∕t≅40, were dented to about 15–20% of outside diameter Do, by a hemispherical indenter with its diameter ...
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    Plastic Buckling of Short Vertical Cylindrical Shells Subjected to Horizontal Edge Shear Loads 

    Source: Journal of Pressure Vessel Technology:;1985:;volume( 107 ):;issue: 002:;page 101
    Author(s): G. D. Galletly; J. BŁachut
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Vertical liquid-filled cylindrical shells which are subjected to horizontal seismic loads can fail by buckling in shear. One example where this might arise in the nuclear industry is with the ...
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