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    Performance of Postcured CFRP–Strengthened Reinforced Concrete Beams at Elevated Temperatures 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 004
    Author(s): G. W. R. Shier; M. F. Green
    Publisher: American Society of Civil Engineers
    Abstract: The bond performance of fiber-reinforced polymers (FRPs) at elevated temperature depends upon the glass transition temperature of the matrix material. Included herein is an overview of the results of an experimental program ...
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    Modeling the Behavior of Fiber Reinforced Polymer-Confined Concrete Columns Exposed to Fire 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 001
    Author(s): L. A. Bisby; M. F. Green; V. K. R. Kodur
    Publisher: American Society of Civil Engineers
    Abstract: Very little information is available on the behavior of fiber reinforced polymer (FRP) materials and FRP-strengthened concrete members in fire, and this is a primary factor hindering the widespread implementation of FRP ...
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    Prestressed FRP Sheets for Poststrengthening Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 004
    Author(s): R. G. Wight; M. F. Green; M-A. Erki
    Publisher: American Society of Civil Engineers
    Abstract: Four large-scale reinforced concrete beams were constructed and tested to investigate the effectiveness of external poststrengthening with prestressed fiber reinforced polymer (FRP) sheets. One of the beams served as a ...
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    Mixture Design Development and Performance Verification of Structural Lightweight Pumice Aggregate Concrete 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 008
    Author(s): Samuel M. F. Green; Nicholas J. Brooke; Leonard G. McSaveney; Jason M. Ingham
    Publisher: American Society of Civil Engineers
    Abstract: Naturally occurring lightweight volcanic pumice aggregate was used for the development of structural lightweight concrete. The primary aim of the investigation was to reduce both the economic costs and the negative ...
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    Residual Behavior of Fire-Exposed Reinforced Concrete Beams Prestrengthened in Flexure with Fiber-Reinforced Polymer Sheets 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 001
    Author(s): E. U. Chowdhury; L. A. Bisby; M. F. Green; V. K. Kodur
    Publisher: American Society of Civil Engineers
    Abstract: Numerous research studies have shown externally bonded fiber-reinforced polymer (FRP) materials can be used efficiently and economically to repair and retrofit deteriorated or understrength concrete structures. FRP materials ...
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    Dynamic Analysis of Resilient Crosstie Track for Transit System 

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 002
    Author(s): M. J. Fatemi; M. F. Green; T. I. Campbell; A. Moucessian
    Publisher: American Society of Civil Engineers
    Abstract: A dynamic analysis of a new track system, developed for a light rail transit vehicle powered by linear induction motors (LIMs) is made by a specially developed computer package. The track system, which incorporates steel ...
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    Stress Distribution at PTFE Interface in Cylindrical Bearing 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 004
    Author(s): T. I. Campbell; M. F. Green; N. C. Koppens; A. C. Agarwal
    Publisher: American Society of Civil Engineers
    Abstract: Two analytical methods capable of evaluating stresses at the curved polytetrafluoroethylene (PTFE) metal sliding interface in a cylindrical bearing subjected to combined vertical and horizontal loads are described. One ...
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