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    Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022013
    Author(s): Rafic G. El-Helou; Benjamin A. Graybeal
    Publisher: ASCE
    Abstract: Beams made of ultrahigh-performance concrete (UHPC), a fiber-reinforced concrete with high compressive strength and tensile strain-hardening characteristics, exhibit flexural behaviors that are different than those ...
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    Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022017
    Author(s): Rafic G. El-Helou; Benjamin A. Graybeal
    Publisher: ASCE
    Abstract: Because of their tensile strain-hardening characteristics, ultrahigh-performance concrete (UHPC) materials offer significant advantages in terms of beam shear capacity and postcracking behavior compared to conventional ...
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    Triaxial Constitutive Law for Ultra-High-Performance Concrete and Other Fiber-Reinforced Cementitious Materials 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Rafic G. El-Helou; Ioannis Koutromanos; Cristopher D. Moen; Mohammadreza Moharrami
    Publisher: ASCE
    Abstract: This paper presents a triaxial constitutive model for fiber-reinforced cementitious materials (FRCM), with an emphasis on ultra-high-performance concrete (UHPC). The model accounts for the multiaxial stress-strain behavior ...
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