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    A Generalized Non-Newtonian Fluid Model Incorporated Into Elastohydrodynamic Lubrication 

    Source: Journal of Tribology:;1996:;volume( 118 ):;issue: 001:;page 74
    Author(s): R. Wolff; A. Kubo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A generalized Reynolds equation for the non-Newtonian fluid, which can incorporate most of the published rheological models, is proposed. The solution of the isothermal EHL line contact lubricated ...
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    The Application of Newton-Raphson Method to Thermal Elastohydrodynamic Lubrication of Line Contacts 

    Source: Journal of Tribology:;1994:;volume( 116 ):;issue: 004:;page 733
    Author(s): R. Wolff; A. Kubo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The Newton-Raphson method was applied to solve the thermal EHD lubrication model of line contacts. By accounting for thermal effects in the Newton-Raphson scheme, a very stable numerical approach ...
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    Thermal Elastohydrodynamic Lubrication of Rolling/Sliding Line Contacts 

    Source: Journal of Tribology:;1992:;volume( 114 ):;issue: 004:;page 706
    Author(s): R. Wolff; T. Nonaka; K. Matsuo; A. Kubo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The solution of thermal elastohydrodynamic lubrication of rolling/sliding line contacts has been obtained. The Newton-Raphson technique was used to solve the simultaneous system of Reynolds and ...
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    DOT Management Actions to Enhance Bridge Durability/Longevity 

    Source: Practice Periodical on Structural Design and Construction:;1997:;Volume ( 002 ):;issue: 003
    Author(s): George E. Ramey; Angela R. Wolff; Randall L. Wright
    Publisher: American Society of Civil Engineers
    Abstract: A consideration that frequently receives too little attention in bridge design is durability. Probably the most important decisions made regarding the future durability/longevity of a bridge are made at the very beginning ...
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    Structural Design Actions to Mitigate Bridge Deck Cracking 

    Source: Practice Periodical on Structural Design and Construction:;1997:;Volume ( 002 ):;issue: 003
    Author(s): George E. Ramey; Angela R. Wolff; Randall L. Wright
    Publisher: American Society of Civil Engineers
    Abstract: A design consideration that probably receives too little attention in bridge design and in concrete mixture design as well, is durability. One of the primary factors affecting concrete bridge durability is cracking. This ...
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