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    Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 002
    Author(s): Peter H. Bischoff
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced concrete used in structural applications requires characteristic material properties that can be easily incorporated into existing design procedures. This paper investigates the postcracking response of ...
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    Discussion of “Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments” by Evan C. Bentz 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Peter H. Bischoff
    Publisher: American Society of Civil Engineers
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    Closure to “Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars” by Peter H. Bischoff 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Peter H. Bischoff
    Publisher: American Society of Civil Engineers
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    Discussion of “Tension Stiffening in Lightly Reinforced Concrete Slabs” by R. Ian Gilbert 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Peter H. Bischoff
    Publisher: American Society of Civil Engineers
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    Deflection Calculation of FRP Reinforced Concrete Beams Based on Modifications to the Existing Branson Equation 

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 001
    Author(s): Peter H. Bischoff
    Publisher: American Society of Civil Engineers
    Abstract: Fundamental concepts of tension stiffening are used to explain why Branson’s equation for the effective moment of inertia
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    Discussion of “Behavior of Aramid Fiber-Reinforced Polymer Reinforced High Strength Concrete Beams under Bending” by M. A. Rashid, M. A. Mansur, and P. Paramasivam 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 004
    Author(s): Peter H. Bischoff
    Publisher: American Society of Civil Engineers
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    Discussion of “Deflection of FRP Prestressed Concrete Beams” by Shobeir Pirayeh Gar, John B. Mander, and Stefan Hurlebaus 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 002
    Author(s): Peter H. Bischoff
    Publisher: American Society of Civil Engineers
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    Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Peter H. Bischoff
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a critical evaluation of equations commonly used to compute short-term deflection for steel and fiber reinforced polymer (FRP) reinforced concrete beams. Numerous proposals have been made for FRP in ...
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    Closure to “Design Approach for Calculating Deflection of FRP-Reinforced Concrete” by Peter H. Bischoff and Shawn P. Gross 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 001
    Author(s): Peter H. Bischoff; Shawn P. Gross
    Publisher: American Society of Civil Engineers
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    Design Approach for Calculating Deflection of FRP-Reinforced Concrete 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 004
    Author(s): Peter H. Bischoff; Shawn P. Gross
    Publisher: American Society of Civil Engineers
    Abstract: Deflection of reinforced concrete is typically computed with an effective moment of inertia
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