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    Design Equations for Evaluating Fire Resistance of SFRC-Filled HSS Columns 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): V. K. R. Kodur
    Publisher: American Society of Civil Engineers
    Abstract: Computer programs were developed and used to investigate the influence of various factors on the fire resistance of steel hollow structural section columns filled with steel fiber-reinforced concrete. Results from the ...
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    Rational Approach for Evaluating Fire Resistance of FRP-Strengthened Concrete Beams 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 006
    Author(s): V. K. R. Kodur; B. Yu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a rational approach for evaluating the fire resistance of reinforced concrete (RC) beams strengthened with different types of fiber-reinforced polymers (FRP). This approach is based on conventional fire ...
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    Modeling Shear Failure in Precast Prestressed Concrete Hollowcore Slabs under Fire Conditions 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): A. M. Shakya; V. K. R. Kodur
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed concrete (PC) hollowcore slabs when exposed to fire are susceptible to failure under shear limit state. However, current approaches do not consider shear limit state in evaluating failure of hollowcore slabs ...
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    Effect of Temperature on Thermal Properties of High-Strength Concrete 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 002
    Author(s): V. K. R. Kodur; M. A. Sultan
    Publisher: American Society of Civil Engineers
    Abstract: For use in fire resistance calculations, the relevant thermal properties of high-strength concrete (HSC) were determined as a function of temperature. These properties included the thermal conductivity, specific heat, ...
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    Research Toward Use of Unprotected Steel Structures 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 012
    Author(s): Y. C. Wang; V. K. R. Kodur
    Publisher: American Society of Civil Engineers
    Abstract: When exposed to fire, steel loses stiffness and strength; to limit this loss of strength and stiffness, external fire protection is provided to the steel structural members to satisfy required fire resistance ratings. ...
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    Closure to “Research Toward Use of Unprotected Steel Structures” by Y. C. Wang and V. K. R. Kodur 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Y. C. Wang; V. K. R. Kodur
    Publisher: American Society of Civil Engineers
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    Evaluating the Fire Response of Concrete Beams Strengthened with Near-Surface-Mounted FRP Reinforcement 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 004
    Author(s): V. K. R. Kodur; Baolin Yu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an approach for evaluating the fire response of reinforced concrete (RC) beams strengthened with near-surface-mounted (NSM) fiber-reinforced polymer (FRP) reinforcement. The model is based on a macroscopic ...
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    Numerical Model for Tracing the Response of FRP-Strengthened RC Beams Exposed to Fire 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006
    Author(s): V. K. R. Kodur; A. Ahmed
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a numerical model for evaluating the performance of fiber-reinforced polymer (FRP)-strengthened RC beams under fire conditions. The model is based on a macroscopic finite-element ...
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    Evaluation of Fire Endurance of Concrete Slabs Reinforced with Fiber-Reinforced Polymer Bars 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): V. K. R. Kodur; L. A. Bisby
    Publisher: American Society of Civil Engineers
    Abstract: One of the major safety requirements in the design of buildings is the provision of appropriate fire endurance of structural members. To assess and develop information on the fire endurance of fiber-reinforced polymer (FRP) ...
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    Response of Restrained Concrete Beams under Design Fire Exposure 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): M. B. Dwaikat; V. K. R. Kodur
    Publisher: American Society of Civil Engineers
    Abstract: Results from fire resistance experiments on six RC beams are presented in this paper. The test variables included concrete strength (permeability), support conditions, fire scenario, and load ratio. Data from fire tests ...
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