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    Numerical Modeling of Resistance Brazing Process Behavior in Joining Electrical Contact Materials 

    Source: Journal of Engineering Materials and Technology:;1999:;volume( 121 ):;issue: 003:;page 330
    Author(s): A. Sherif El-Gizawy; Randall A. Wood
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The model describing the behavior of resistance brazing process developed here is a one-dimensional, explicit, finite difference model. The finite difference method uses a central difference scheme ...
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    An Empirical Model of a Resistance Brazing Process for Joining Circuit Breaker Contacts 

    Source: Journal of Manufacturing Science and Engineering:;1995:;volume( 117 ):;issue: 001:;page 110
    Author(s): R. A. Wood; A. Sherif El-Gizawy
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Resistance brazing is extensively used to permanently join dissimilar materials. The electromechanical equipment production industry relies on this process to join dispersion-strengthened, ceramic ...
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    A Study of Cylinder-to-Cylinder Distribution of Charge in a Six Cylinder Spark Ignition Engine 

    Source: Journal of Engineering for Gas Turbines and Power:;1988:;volume( 110 ):;issue: 003:;page 470
    Author(s): W. A. Woods; O. K. Sag
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An experimental and theoretical study of inlet flow was carried out on a Ford V6 Zephyr four-stroke cycle spark ignition engine. Details of measurements of individual cylinder flows were made ...
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    Impact of the Properties and Reactivity of Rice Husk Ash on Lime Mortar Properties 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009
    Author(s): S. Pavía; R. Walker; P. Veale; A. Wood
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies the effect of rice husk ash (RHA) in the properties of hydrated lime (calcium lime-CL90s) mortars with a view to improve their properties and make them more sustainable. The variation in mortar properties ...
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    The Formation of a Shock Wave in a Blade Passage of a Partial Admission Turbine 

    Source: Journal of Fluids Engineering:;1968:;volume( 090 ):;issue: 004:;page 555
    Author(s): W. A. Woods; F. Kuo-Hua Chu; R. W. Mann
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The problem of unsteady flow in the blade passage of a partial admission impulse turbine with supersonic nozzle flow is introduced. Previous work carried out at M.I.T. revealed the presence ...
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    Improved Fitting for Three‐Parameter Muskingum Procedure 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): Terence O'Donnell; Charles P. Pearson; Ross A. Woods
    Publisher: American Society of Civil Engineers
    Abstract: A method that allows better utilization of available data from a flood event is presented for the three‐parameter Muskingum floodrouting procedure. The procedure is based upon the three‐parameter Muskingum model, where the ...
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    Closure to “<i>Improved Fitting for Three‐Parameter Muskingum Procedure</i>” by Terence O'Donnell, Charles P. Pearson, and Ross A. Woods (May, 1988, Vol. 114, No. 5) 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author(s): Terence O'Donnell; Charles P. Pearson; Ross A. Woods
    Publisher: American Society of Civil Engineers
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    Simplified System-Level Pavement-Stiffness Model for Box Culvert Load-Rating Applications 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Hoyoung Seo; Timothy A. Wood; Amir Hossein Javid; William D. Lawson
    Publisher: American Society of Civil Engineers
    Abstract: Tens of thousands of aging, bridge-class, RC box culverts are in service in the United States. Within the context of establishing load rating for in-service RC box culverts, this paper introduces, calibrates, and applies ...
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    Improved Load Rating of Reinforced-Concrete Box Culverts Using Depth-Calibrated Live-Load Attenuation 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 012
    Author(s): Timothy A. Wood; William D. Lawson; James G. Surles; Priyantha W. Jayawickrama; Hoyoung Seo
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes depth-calibrated live-load attenuation for the load rating of reinforced-concrete box culverts using production-simplified models. In-plane depth calibration is accomplished using a production-simplified, ...
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    Assessment of Field Spatial and Temporal Variabilities to Delineate Site-Specific Management Zones for Variable-Rate Irrigation 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Aghil Yari; Chandra A. Madramootoo; Shelley A. Woods; Viacheslav I. Adamchuk; Hsin-Hui Huang
    Publisher: American Society of Civil Engineers
    Abstract: Quantification and analysis of field variability are important initial steps in delineating potential variable-rate irrigation (VRI) management zones within an agricultural field. This study seeks to utilize variability ...
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