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    Time-Variant Reliability Analysis and Flexural Design of GFRP-Reinforced Bridge Decks 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 004
    Author(s): Young Hoon Kim; David Trejo; Paolo Gardoni
    Publisher: American Society of Civil Engineers
    Abstract: Glass-fiber reinforced polymer (GFRP) reinforcement is being used in bridge decks as a replacement for steel reinforcement. It is thought that since the GFRP reinforcement does not corrode, it could be a more sustainable ...
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    Probabilistic Shear Capacity Models for Concrete Members with Internal Composite Reinforcement 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 002
    Author(s): Young Hoon Kim; Yeonho Park; Jong-Wha Bai
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents probabilistic models for estimating shear capacity of concrete members reinforced internally with fiber-reinforced polymer (FRP). The application of FRP in concrete structures has steadily gained ...
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    Evaluation of Light Reflectiveness of Modern Pavement: Standard Tungsten Incandescent and LED 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Jeremy Rice; Young Hoon Kim; Zhihui Sun; J. P. Mohsen
    Publisher: ASCE
    Abstract: The objective of this research was to evaluate the reflectiveness of the two most commonly used modern pavement systems in the United States (concrete and asphalt). The R table used for roadway lighting design were established ...
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    Mechanical Property Prediction for High Early Strength Self-Consolidating Concrete 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012
    Author(s): Young Hoon Kim; David Trejo; Hakan N. Atahan; Mary Beth D. Hueste
    Publisher: American Society of Civil Engineers
    Abstract: Concrete design codes include equations to estimate the modulus of rupture (MOR), modulus of elasticity (MOE), and splitting tensile strength (STS) of concrete based on the compressive strength. These equations have been ...
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    Repeated Loading Tests of Concrete Walls Containing Headed Shear Reinforcement 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Young Hoon Kim; Young Soo Yoon; William D. Cook; Denis Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: The repeated loading responses of four shear-critical reinforced concrete wall specimens, with two different shear span-to-depth ratios, were studied. One series of specimens was reinforced using pairs of bundled stirrups, ...
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    Shear Characteristics and Design for High-Strength Self-Consolidating Concrete 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Young Hoon Kim; Mary Beth D. Hueste; David Trejo; Daren B. H. Cline
    Publisher: American Society of Civil Engineers
    Abstract: To achieve adequate flow and homogeneous concrete for precast, prestressed members, self-consolidating concrete (SCC) typically has higher paste and lower coarse aggregate volumes than conventional concrete (CC). The lower ...
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