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    Residual Stress Analyses of a Multi-Pass Girth Weld: 3-D Special Shell Versus Axisymmetric Models 

    Source: Journal of Pressure Vessel Technology:;2001:;volume( 123 ):;issue: 002:;page 207
    Author(s): P. Dong
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, detailed weld residual stress analyses are presented for a typical multi-pass girth weld in Type 316L stainless steel pipe with r/t ratio of 25. Advanced finite element procedures ...
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    On the Mechanics of Residual Stresses in Girth Welds 

    Source: Journal of Pressure Vessel Technology:;2007:;volume( 129 ):;issue: 003:;page 345
    Author(s): P. Dong
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, some of the important controlling parameters governing weld residual stress distributions are presented for girth welds in pipe and vessel components, based on a large number of ...
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    A Robust Structural Stress Method for Fatigue Analysis of Offshore/Marine Structures 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2005:;volume( 127 ):;issue: 001:;page 68
    Author(s): P. Dong
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Recent rapid advances in developing mesh-insensitive structural stress methods are summarized in this paper. The new structural stress methods have been demonstrated to be effective in reliably ...
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    Asymptotic Crack-Tip Fields for Perfectly Plastic Solids Under Plane-Stress and Mixed-Mode Loading Conditions 

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 003:;page 635
    Author(s): P. Dong; J. Pan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, we first discuss some of the properties of the crack-tip sectors for perfectly plastic materials under plane-stress conditions. Then starting with the plane-stress mixed-mode ...
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    Closure to “Residual Stresses in Welded Moment Frames and Implications for Structural Performance” by J. Zhang and P. Dong 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): J. Zhang; P. Dong
    Publisher: American Society of Civil Engineers
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    Residual Stresses in Welded Moment Frames and Implications for Structural Performance 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): J. Zhang; P. Dong
    Publisher: American Society of Civil Engineers
    Abstract: Welding-induced residual stresses are usually regarded as secondary stresses and therefore not accounted for in the structural analysis. This treatment, however, was brought into question with the welding research community ...
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    Welding Residual Stresses and Effects on Fracture in Pressure Vessel and Piping Components: A Millennium Review and Beyond 

    Source: Journal of Pressure Vessel Technology:;2000:;volume( 122 ):;issue: 003:;page 329
    Author(s): P. Dong; F. W. Brust
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, the recent advances in weld residual stress modeling procedures are first reviewed within the context of pressure vessel and piping applications. A typical pipe girth weld was ...
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    Soft Cliff Recession under Oblique Waves: Physical Model Tests 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): J. S. Damgaard; P. Dong
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments have been performed to investigate the recession of soft cliffs due to oblique wave actions. The experiments were conducted in a wave tank with irregular waves. A test cliff was constructed of wet ...
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    Residual Stresses in Welded Moment Frames and Implications for Structural Performance 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): S. V. Khonsari; J. Zhang; P. Dong
    Publisher: American Society of Civil Engineers
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    Tide-Induced Water Table Fluctuations in Coastal Aquifers Bounded by Rhythmic Shorelines 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 010
    Author(s): L. Li; P. Dong; D. A. Barry
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies on tidal water table dynamics in unconfined coastal aquifers have focused on the inland propagation of oceanic tides in the cross-shore direction based on the assumption of a straight coastline. Here, ...
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