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    The Optimum Rayleigh Bearing in Terms of Load Capacity or Friction for Non-Newtonian Lubricants 

    Source: Journal of Tribology:;1985:;volume( 107 ):;issue: 001:;page 59
    Author(s): P. Bourgin; B. Gay
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Pontryagin’s Maximum Principle is used to show that the configuration of the one-dimensional slider bearing which carries the maximum load for a specified minimum film thickness, is a modified ...
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    Determination of the Load Capacity of a Finite Width Journal Bearing by a Finite-Element Method in the Case of a Non-Newtonian Lubricant 

    Source: Journal of Tribology:;1984:;volume( 106 ):;issue: 002:;page 285
    Author(s): P. Bourgin; B. Gay
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Additives are commonly used to improve the performance of lubricating oils. Correlatively, the lubricant viscosity depends on the rate of shear: the fluid becomes non-Newtonian. Assuming that the ...
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    Experimental Study of a Right-Angled End Junction between a Pipe and an Open Channel 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Y. Nédélec; B. Gay
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study of a junction between a closed conduit and an open channel. This study was undertaken to explore hydraulic properties of outlets of subsurface drainage or sewage networks into an ...
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    Discussion of “Alternative Shear Reinforcement of Reinforced Concrete Flat Slabs” by K. Pilakoutas and X. Li 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Gerd Birkle; Ramez B. Gayed
    Publisher: American Society of Civil Engineers
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    Sustainable Serviceability of Structural Concrete: Control of Deflection and Cracking 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author(s): Amin Ghali; Ramez B. Gayed
    Publisher: American Society of Civil Engineers
    Abstract: Modern structures must be designed for satisfactory serviceability over a long lifespan: 100 years or more. The camber or the deflection must not be excessive during the design lifespan. The present paper concerns the ...
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    Serviceability and Strength of Concrete Floors and Bridge Decks: Grid Analogy 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Amin Ghali;Ramez B. Gayed
    Publisher: American Society of Civil Engineers
    Abstract: This paper analyzes bridge decks and two-way horizontal slabs with or without beams or drop panels using a grid analogy. The grid members are beams with a horizontal centroidal principal axis. The nodal displacements are ...
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    Unbalanced Moment Resistance in Slab-Column Joints: Analytical Assessment 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Ramez B. Gayed; Amin Ghali
    Publisher: American Society of Civil Engineers
    Abstract: ACI 318-05 considers that unbalanced moment,
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    Avoiding Shear Failures and Excessive Deflection of Concrete Flat Plates 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020293-1
    Author(s): Ramez B. Gayed; Amin Ghali
    Publisher: ASCE
    Abstract: The paper presents an up-to-date procedure to design shear-resistant concrete flat plates of optimum thickness. Excessive long-term deflection is avoided by the reliable prediction of probable deflection while accounting ...
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    Serviceability and Strength of Concrete Floors and Bridge Decks: Grid Analogy 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Amin Ghali; Ramez B. Gayed
    Publisher: American Society of Civil Engineers
    Abstract: This paper analyzes bridge decks and two-way horizontal slabs with or without beams or drop panels using a grid analogy. The grid members are beams with a horizontal centroidal principal axis. The nodal displacements are ...
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    The Optimum Design of One-Dimensional Bearings With Non-Newtonian Lubricants 

    Source: Journal of Tribology:;1983:;volume( 105 ):;issue: 003:;page 391
    Author(s): J. Y. Auloge; P. Bourgin; B. Gay
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, we present an extension of the optimum Rayleigh slider bearing to take into account some non-Newtonian effects. The main characteristics of the flow and of the nonlinear ...
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