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    Experimental and Analytical Investigation of the Pullout Behavior of FRP Bars in Engineered Timber 

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001:;page 04025055-1
    Author(s): Visintin, P.; Drakos, D.; Harris, J.; Lane, T.; McKenny, H.
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Glued-in rods are commonly used to strengthen or connect timber elements. To date, there has been relatively little testing to quantify the pullout capacity of fiber-reinforced polymer (FRP) bars in timber. This ...
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    New Testing Approach for Extracting the Shear Friction Material Properties of Ultra-High-Performance Fiber-Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 010
    Author(s): Sturm A. B.;Visintin P.;Farries K.;Oehlers D. J.
    Publisher: American Society of Civil Engineers
    Abstract: Shear friction (SF) theory governs the relationship between the stresses and displacements that occur due to sliding along a concrete-to-concrete interface subjected to varying degrees of lateral confinement. This theory ...
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    Time-Dependent Tension-Stiffening Mechanics of Fiber-Reinforced and Ultra-High-Performance Fiber-Reinforced Concrete 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 008
    Author(s): Sturm A. B.;Visintin P.;Oehlers D. J.;Seracino R.
    Publisher: American Society of Civil Engineers
    Abstract: The tension-stiffening behavior of fiber-reinforced concrete is of fundamental importance for the characterization of crack widths and spacings as well as determination of the tensile response of fiber-reinforced concrete ...
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    Partial Interaction Model of Flexural Behavior of PVA Fiber–Reinforced Concrete Beams with GFRP Bars 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    Author(s): Xie T.;Mohamed Ali M. S.;Visintin P.;Oehlers D. J.;Sheikh A. H.
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes experimental and analytical investigations on a highly durable composite structural system comprising polyvinyl alcohol (PVA) fiber-reinforced concrete (PVA-FRC) reinforced with glass fiber-reinforced ...
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    A Comprehensive Review and Analysis of Punching Shear in Reinforced Concrete Slabs without Transverse Reinforcement 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011:;page 04025176-1
    Author(s): Al-Mhawish, K. H. A.; Sturm, A. B.; Oehlers, D. J.; Visintin, P.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractAs a result of the complex and catastrophic nature of punching shear failure, research to predict punching shear capacity in reinforced concrete slabs is nearly as old as the material itself. This paper collates ...
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