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    Inconsistent Stability of Newmark's Method in Structural Dynamics Applications 

    Source: Journal of Computational and Nonlinear Dynamics:;2015:;volume( 010 ):;issue: 005:;page 51006
    Author(s): Wiebe, Richard; Stanciulescu, Ilinca
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The stability of numerical time integrators, and of the physical systems to which they are applied, are normally studied independently. This conceals a very interesting phenomenon, here termed inconsistent stability, wherein ...
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    Static Response of Circular Cavities With a Non-Radial Crack Subject to Antiplane Stress 

    Source: Journal of Applied Mechanics:;2023:;volume( 090 ):;issue: 004:;page 41002-1
    Author(s): Lin, Chi-Pu; Wiebe, Richard; Chang, Kao-Hao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Tunnels, pipelines, and other subterranean circular cavities are common components of modern infrastructure. In addition, seismic activities are common in many areas with pipelines, which may put these structures under ...
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    Static Response of Circular Cavities With a NonRadial Crack Subject to Antiplane Stress 

    Source: Journal of Applied Mechanics:;2023:;volume( 090 ):;issue: 004:;page 41002
    Author(s): Lin, ChiPu;Wiebe, Richard;Chang, KaoHao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Tunnels, pipelines, and other subterranean circular cavities are common components of modern infrastructure. In addition, seismic activities are common in many areas with pipelines, which may put these structures under ...
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    Inextensibility and Its Effect on the Number of Equilibria of Shallow Buckled Beams 

    Source: Journal of Applied Mechanics:;2020:;volume( 087 ):;issue: 012:;page 0121007-1
    Author(s): Harvey, Philip S., Jr.; Wiebe, Richard; Cain, Thomas M. N.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A buckled beam with shallow rise under lateral constraint is considered. The initial rise results from a prescribed end displacement. The beam is modeled as inextensible, and analytical solutions of the equilibria are ...
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