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    Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003:;page 04024004-1
    Author(s): Zachary B. Haber; Benjamin A. Graybeal
    Publisher: ASCE
    Abstract: This paper presents a series of strengthening concepts for steel through-girder bridges using ultrahigh-performance concrete (UHPC) and external post-tensioning (PT). Five concepts were investigated either by large-scale ...
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    Testing and Analysis of Precast Columns with Grouted Sleeve Connections and Shifted Plastic Hinging 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Zachary B. Haber; Kevin R. Mackie; Haider M. Al-Jelawy
    Publisher: American Society of Civil Engineers
    Abstract: Prefabricated reinforced concrete column connections employing grouted sleeve (GS) splices enable rapid construction, are familiar to contractors, and their detailing resembles cast-in-place (CIP) construction. Previous ...
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    Ultimate Behavior of Deck-to-Girder Composite Connection Details Using UHPC 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 007
    Author(s): Zachary B. Haber; Benjamin A. Graybeal; Brian Nakashoji
    Publisher: ASCE
    Abstract: Prefabricated bridge deck panels are a popular option for new construction and bridge rehabilitation. Further, ultra-high-performance concrete (UHPC) has become a common option for closure pours between adjacent prefabricated ...
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