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    Local Buckling of FRP Beams and Columns 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 003
    Author(s): Ever J. Barbero; Ioannis G. Raftoyiannis
    Publisher: American Society of Civil Engineers
    Abstract: Fiber‐reinforced plastic (FRP) structural members with open or closed thin‐walled sections are being used as beams and columns for structural applications where buckling is the main consideration in the design. Analytical ...
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    Interaction between Static Fatigue and Zero-Stress Aging in E-glass Fiber Composites 

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 001
    Author(s): Ever J. Barbero; Thomas M. Damiani
    Publisher: American Society of Civil Engineers
    Abstract: Interaction between static fatigue and zero stress aging of E-glass fiber composites is investigated. A comprehensive gathering of available experimental data for E-glass fibers and unidirectional composites is presented. ...
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    Beam-Column Design Equations for Wide-Flange Pultruded Structural Shapes 

    Source: Journal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 004
    Author(s): Ever J. Barbero; Liliana DeVivo
    Publisher: American Society of Civil Engineers
    Abstract: A simple procedure is developed for the selection of pultruded structural shapes to be used as beam-columns in structural design. The design equations are then validated by comparison with experimental data gathered during ...
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    Ultimate Bending Strength of Composite Beams 

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 004
    Author(s): Ever J. Barbero; Shin‐Ham Fu; Ioannis Raftoyiannis
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with glass‐fiber‐reinforced plastic (GFRP) beams produced by the pultrusion process. Pultruded composite members are being used extensively as beams for structural applications. Widespread use is motivated ...
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    Composite Beam Element with Layerwise Plane Sections 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 005
    Author(s): Youngchan Kim; Julio F. Davalos; Ever J. Barbero
    Publisher: American Society of Civil Engineers
    Abstract: Based on generalized laminate plate theory (GLPT), the formulation of a one‐dimensional laminated beam finite element with layerwise constant shear (BLCS) is presented. BLCS formulation is equivalent to a first‐order shear ...
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    Equivalent Time Temperature Model for Physical Aging and Temperature Effects on Polymer Creep and Relaxation 

    Source: Journal of Engineering Materials and Technology:;2004:;volume( 126 ):;issue: 004:;page 413
    Author(s): Ever J. Barbero; Professor and Chairman; Kevin J. Ford; Graduate Research Assistant
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The equivalent time temperature method (ETT) is a novel extension of the equivalent time method. ETT is developed in this work to deal with time-temperature shifting of long-term polymer and ...
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