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    New Method for Design of Flat Steel Ribbon-Wound Pressure Vessels 

    Source: Journal of Pressure Vessel Technology:;1998:;volume( 120 ):;issue: 003:;page 252
    Author(s): J. Zheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: It has been observed that the degree of contact between layers and the residual stresses caused by pre-tension winding of ribbons does not influence bursting pressure of flat steel ribbon-wound ...
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    Weight Functions and Stress Intensity Factors for Longitudinal Semi-Elliptical Cracks in Thick-Wall Cylinders 

    Source: Journal of Pressure Vessel Technology:;1995:;volume( 117 ):;issue: 004:;page 383
    Author(s): X. J. Zheng; G. Glinka
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Weight functions for the surface and the deepest point of an internal longitudinal semi-elliptical crack in a thick-wall cylinder (Ri /t = 1) were derived from a general weight function and ...
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    Simulation of Two-Dimensional Aggregate Distribution with Wall Effect 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 005
    Author(s): J. J. Zheng; C. Q. Li; L. Y. Zhao
    Publisher: American Society of Civil Engineers
    Abstract: In view of the importance of the aggregate density to mechanical properties of concrete, it is necessary to determine the aggregate density at any point in concrete. Once the aggregate density is known, some other mechanical ...
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    Time-Dependent Reliability Method to Assess the Serviceability of Corrosion-Affected Concrete Structures 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author(s): C. Q. Li; W. Lawanwisut; J. J. Zheng
    Publisher: American Society of Civil Engineers
    Abstract: Corrosion induced structural failures do not necessarily imply structural collapse but in most cases are manifested by loss of structural serviceability, characterized by concrete cracking and the excessive deflection. ...
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    Concrete Delamination Caused by Steel Reinforcement Corrosion 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 007
    Author(s): C. Q. Li; J. J. Zheng; W. Lawanwisut; R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: Practical experience and laboratory observations indicate that corrosion affected reinforced concrete structures are prone more to cracking and delamination of the concrete than to the loss of structural strength. A review ...
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