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    Average Physical Parameters in an Air-Water Two-Phase Flow in a Small, Square-Sectioned Channel 

    Source: Journal of Fluids Engineering:;1994:;volume( 116 ):;issue: 002:;page 247
    Author(s): J. K. Keska; R. D. Fernando
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This experimental study focuses on an adiabatic two-phase air-water flow generated in a small, horizontal, 6.35 mm square channel. Pressure and temperature were near standard conditions. Experimental ...
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    Behavior of CFRP Laminates Bonded to a Steel Substrate Using a Ductile Adhesive 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002
    Author(s): D. Fernando; T. Yu; J. G. Teng
    Publisher: American Society of Civil Engineers
    Abstract: Strengthening of steel structures with adhesively bonded carbon fiber–reinforced polymer (CFRP) laminates (or plates) has received extensive research attention over the past few years. Existing studies have revealed that ...
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    Limit Loads of Mechanical Components and Structures Using the GLOSS R-Node Method 

    Source: Journal of Pressure Vessel Technology:;1992:;volume( 114 ):;issue: 002:;page 201
    Author(s): R. Seshadri; C. P. D. Fernando
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A method for determining plastic collapse loads of mechanical components and structures on the basis of two linear elastic finite element analysis is presented in this paper. The r-nodes, which ...
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    Preparation and Characterization of Steel Surfaces for Adhesive Bonding 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 006
    Author(s): D. Fernando; J. G. Teng; T. Yu; X. L. Zhao
    Publisher: American Society of Civil Engineers
    Abstract: In fiber-reinforced polymer (FRP) strengthened steel structures, debonding of the bonded FRP reinforcement from the steel substrate may result from adhesion failure at the steel/adhesive interface or the FRP/adhesive ...
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    Experimental Study on CFRP-to-Steel Bonded Interfaces under Quasi-Static Cyclic Loading 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 004
    Author(s): Y. Doroudi; D. Fernando; V. T. Nguyen; J. P. Torres
    Publisher: American Society of Civil Engineers
    Abstract: Flexural strengthening of steel beams using carbon fiber reinforced polymer (CFRP) laminates has gained popularity within the structural engineering community due to the many advantages it offers over traditional strengthening ...
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