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    Selection of Durable Closure Pour Materials for Accelerated Bridge Construction 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Peng Zhu; Zhongguo John Ma
    Publisher: American Society of Civil Engineers
    Abstract: With the public’s demands for reduced construction time and traveling delays, full-depth precast bridge decks or decked bulb tees are being more widely used. When these systems are used, precast elements are brought to the ...
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    Effect of Intermediate Diaphragms on Decked Bulb-Tee Bridge System for Accelerated Construction 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Lungui Li; Zhongguo John Ma
    Publisher: American Society of Civil Engineers
    Abstract: One of the promising systems for accelerated bridge construction is the use of the decked precast prestressed concrete girders or decked bulb-tee girders for the bridge superstructure. Using the calibrated three-dimensional ...
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    Behavior of Honeycomb FRP Sandwich Structure under Combined Effects of Service Load and Low Temperatures 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 006
    Author(s): Wenchao Song; Zhongguo John Ma
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the experimental study about the behavior of honeycomb fiber-reinforced polymer (HFRP) sandwich structure with corrugated cores under the combined effects of service load and low-temperature cycling ...
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    Combined Effect of Loading and Cold Temperature on the Stiffness of Glass Fiber Composites 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 002
    Author(s): Curtis Nordin; Zhongguo John Ma; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: Because of the short construction season and cold winters in Alaska, the prestressed concrete decked bulb-tee bridge system is very popular. However, the concrete deck is an integral part of the bridge superstructure and ...
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    Equivalent Strip Width for FRP Superstructure Design Using Timoshenko Beam Approximation 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 005
    Author(s): Wenchao Song; Zhongguo John Ma; Hyoseon Ji
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes the equivalent strip width for stiffness-driven design of fiber-reinforced polymer (FRP) superstructures in slab-type bridges. To calculate the deflections for design, this paper first presents a tractable ...
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    Shear Strength of UHPFRC Beams: Mesoscale Fiber-Matrix Discrete Model 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Jianan Qi; Zhongguo John Ma; Jingquan Wang
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical method, termed the mesoscale fiber-matrix discrete model (MFDM), has been developed that can be used for estimating the shear contribution of steel fibers and calculating shear strength of ultrahigh-performance ...
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    Behavior of Perforated Shear Connectors in Steel–Concrete Composite Joints of Hybrid Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Lin Xiao; Xiaozhen Li; Zhongguo John Ma
    Publisher: American Society of Civil Engineers
    Abstract: Perforated shear connectors (PSCs) in steel–concrete composite joints are usually deeply embedded in concrete, and the perforated plate thickness varies significantly, which is different from those in a steel–concrete ...
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    Shear-Transfer Mechanisms and Strength Modeling of RC Continuous Deep Beams 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Hui Chen; Wei-Jian Yi; Zhongguo John Ma
    Publisher: ASCE
    Abstract: Based on experimental results including the crack pattern and maximum applied strut stress, as well as on stress states obtained using a nonlinear finite-element analysis, it is identified that the typical critical shear ...
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    Blast Response and Damage Mechanism of Prefabricated Segmental RC Bridge Piers 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 004:;page 04021012-1
    Author(s): Lu Liu; Zhongguo John Ma; Zhouhong Zong; Guangwu Tang
    Publisher: ASCE
    Abstract: Public transportation is vulnerable to terrorist attacks due to its accessibility, especially bridges in the highway and urban systems under blast loading. Prefabricated segmental reinforced concrete (PSRC) piers are one ...
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    Effect of Interlayer Time-Lapse and Workability Retention on Printed Concrete Performance 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010:;page 04023362-1
    Author(s): Debalina Ghosh; Paula Bran Anleu; Yann Le Pape; Zhongguo John Ma
    Publisher: ASCE
    Abstract: The rapid advancement of additive manufacturing technologies for concrete construction requires further understanding of material performance and its relationship with print parameters such as interlayer time-lapse and ...
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