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The Optimum Rayleigh Bearing in Terms of Load Capacity or Friction for Non-Newtonian Lubricants
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 ...
Determination of the Load Capacity of a Finite Width Journal Bearing by a Finite-Element Method in the Case of a Non-Newtonian Lubricant
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 ...
Experimental Study of a Right-Angled End Junction between a Pipe and an Open Channel
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 ...
Discussion of “Alternative Shear Reinforcement of Reinforced Concrete Flat Slabs” by K. Pilakoutas and X. Li
Publisher: American Society of Civil Engineers
Sustainable Serviceability of Structural Concrete: Control of Deflection and Cracking
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 ...
Serviceability and Strength of Concrete Floors and Bridge Decks: Grid Analogy
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 ...
Unbalanced Moment Resistance in Slab-Column Joints: Analytical Assessment
Publisher: American Society of Civil Engineers
Abstract: ACI 318-05 considers that unbalanced moment,
Avoiding Shear Failures and Excessive Deflection of Concrete Flat Plates
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 ...
Serviceability and Strength of Concrete Floors and Bridge Decks: Grid Analogy
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 ...
The Optimum Design of One-Dimensional Bearings With Non-Newtonian Lubricants
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 ...