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    Nondimensional Solutions for Laterally Loaded Piles in Sand Considering Nonlinear Soil–Pile Interactions 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author(s): Su D.;Yan W. M.;Bao X. H.;Huang S.
    Publisher: American Society of Civil Engineers
    Abstract: This article presents nondimensional solutions for laterally loaded piles in sand considering nonlinear soil–pile interactions. A nonlinear elastoplastic p–y model, termed the H-model, is introduced, and its ability to ...
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    Effects of Thickness and Winding Angle of Reinforcement Laminates on Burst Pressure Capacity of Thermoplastic Composite Pipes 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2021:;volume( 143 ):;issue: 005:;page 051802-1
    Author(s): Xia, H.; Shi, C.; Wang, J.; Bao, X.; Li, H.; Fu, G.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The cross section of thermoplastic composite pipes (TCPs) consists of three layers: an inner liner, reinforcement laminates, and an outer jacket; the three layers are fully bonded together to form a solid-walled structure. ...
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