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    Impact of Reinforcement Ratio and Loading Type on the Deformation Capacity of High-Performance Fiber-Reinforced Cementitious Composites Reinforced with Mild Steel 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Matthew J. Bandelt; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: High-performance fiber-reinforced cement-based composites (HPFRCCs) reinforced with mild steel have been proposed for use in structural elements to enhance component strength and ductility, increase damage tolerance, and ...
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    Development and Application of Spring Hinge Models to Simulate Reinforced Ductile Concrete Structural Components under Cyclic Loading 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020322-1
    Author(s): Hasan Tariq; Ezra A. Jampole; Matthew J. Bandelt
    Publisher: ASCE
    Abstract: Ductile concrete materials with randomly oriented fibers have been studied to improve the strength, displacement capacity, and damage tolerance of reinforced concrete structural components in seismic applications. ...
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    Mesoscale Numerical Study on Time-Dependent Nonuniform Steel Corrosion–Induced Damage in Recycled Aggregate Concrete Systems 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 005:;page 04024064-1
    Author(s): Jin Fan; Matthew P. Adams; Matthew J. Bandelt
    Publisher: ASCE
    Abstract: This study investigates the chloride transport and resulting corrosion-induced damage to reinforced recycled aggregate concrete (RAC) using finite-element simulations. A two-dimensional five-phase mesoscale-level time-dependent ...
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    Generation and Numerical Analysis of Random Aggregate Structures in Recycled Concrete Aggregate Systems 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 004
    Author(s): Anuruddha Jayasuriya; Matthew P. Adams; Matthew J. Bandelt
    Publisher: ASCE
    Abstract: A computational modeling procedure for generating a random aggregate structure (RAS) for recycled concrete aggregate (RCA) materials is proposed in this paper. The two-dimensional aggregate generation was based on a convex ...
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