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    Fatigue Performance of Furfuryl Alcohol Resin Fiber-Reinforced Polymer for Structural Rehabilitation 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 003
    Author(s): Kenneth Mak; Amir Fam
    Publisher: ASCE
    Abstract: One promising polymer replacement to conventional petroleum-derived resins in fiber-reinforced polymers (FRPs) is furfuryl alcohol (FA) resin, which is a thermosetting resin derived from agricultural byproducts. In this ...
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    Development Length of Small-Diameter Basalt FRP Bars in Normal- and High-Strength Concrete 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 001:;page 04020086-1
    Author(s): Decebal Michaud; Amir Fam
    Publisher: ASCE
    Abstract: Small-diameter fiber-reinforced polymer (FRP) bars have great potential in certain applications, such as concrete sandwich panels, ties, and shear connectors. In this study, the development lengths (Ld) of basalt FRP (BFRP) ...
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    Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 004:;page 04024020-1
    Author(s): Zachary Hutcheson; Amir Fam
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer (FRP) wraps of reinforced concrete columns might be vulnerable to accidental damage or vandalism. This study aims to develop a simple empirical tool that is based on experimental results to aid in ...
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    Bundling Effect on Bond and Development Length of Sand-Coated GFRP Bars 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 005:;page 04024031-1
    Author(s): Lukas Kaufman; Amir Fam
    Publisher: American Society of Civil Engineers
    Abstract: One of the gaps in the new Building Code Requirements for Structural Concrete Reinforced with Glass Fiber–Reinforced Polymer (GFRP) Bars is design provisions for bundled GFRP bars. This study aims at establishing the ...
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    Design Equations for Concrete Bridge Decks with FRP Stay-in-Place Structural Forms 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Martin Noël; Amir Fam
    Publisher: American Society of Civil Engineers
    Abstract: Bridge deck construction using stay-in-place (SIP) fiber-reinforced polymer (FRP) structural forms has shown promise as an efficient, rapid, and low-waste alternative to conventional methods. Several studies have shown ...
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    Analysis and Parametric Study of Partially Composite Precast Concrete Sandwich Panels under Axial Loads 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Douglas Tomlinson; Amir Fam
    Publisher: American Society of Civil Engineers
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    Effect of Internal Ribs on Fatigue Performance of Sandwich Panels with GFRP Skins and Polyurethane Foam Core 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 002
    Author(s): Hale Mathieson; Amir Fam
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the cyclic fatigue behavior of sandwich panels composed of glass fiber reinforced polymer (GFRP) skins connected by longitudinal
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    Fiber-Element Model for Slender HSS Columns Retrofitted with Bonded High-Modulus Composites 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Amr Shaat; Amir Fam
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical model developed to predict the behavior of concentrically loaded cold-formed square hollow structural section (HSS) slender columns, strengthened with high-modulus carbon fiber reinforced ...
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    Repair of Cracked Steel Girders Connected to Concrete Slabs Using Carbon-Fiber-Reinforced Polymer Sheets 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 006
    Author(s): Amr Shaat; Amir Fam
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study on the repair of artificially damaged steel–concrete composite beams repaired using adhesively bonded carbon-fiber-reinforced polymer (CFRP) sheets. Eleven, 2 m long, ...
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    Flexural Load Testing of Concrete-Filled FRP Tubes with Longitudinal Steel and FRP Rebar 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 002
    Author(s): Britton Cole; Amir Fam
    Publisher: American Society of Civil Engineers
    Abstract: The flexural performance of reinforced concrete-filled glass-fiber reinforced polymer (GFRP) tubes (CFFTs) has been investigated using seven specimens,
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