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    Solutions for Small Slope Pipeline Lifting Problems 

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001:;page 63
    Author(s): R. E. Hobbs
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Two classes of submarine pipeline handling problems are considered, namely the lifting of a pipe with a free end for tie-in purposes, and the raising of part of a continuous line for hot-tapping ...
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    Axisymmetric Upheaval Buckling of a Heavy Sheet 

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 002:;page 472
    Author(s): R. E. Hobbs
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A large elastic sheet with a significant self-weight subject to biaxial in-plane compression while lying on a rigid horizontal plane may buckle. The buckles, circular areas which lift away from ...
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    Tangential Compliance of Rough Elastic Bodies in Contact 

    Source: Journal of Tribology:;1989:;volume( 111 ):;issue: 004:;page 726
    Author(s): M. Raoof; R. E. Hobbs
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A simple method is presented for determining the tangential force-displacement relationship between two elastically identical generally curved bodies when the tangential force is not directed along ...
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    The Bending of Spiral Strand and Armored Cables Close to Terminations 

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 003:;page 349
    Author(s): M. Raoof; R. E. Hobbs
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The problem of the bending of a spiral strand or armored cable is addressed, with particular reference to the “free bending” situation where pulleys or other restraints are absent. The analysis, ...
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