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    Numerical Investigation of Shape-Memory Alloy–Reinforced Bridge Columns Subjected to Lateral Impact Loads 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 008:;page 04022063
    Author(s): Gholamreza Gholipour; AHM Muntasir Billah
    Publisher: ASCE
    Abstract: This paper numerically investigates the dynamic behavior of bridge piers reinforced with shape-memory alloy (SMA) rebar when subjected to lateral impact loads. Performance of SMA reinforced pier is compared with column ...
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    Nonlinear Analysis of Shear-Deficient Beams Strengthened Using UHPFRC under Combined Impact and Blast Loads 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022056
    Author(s): Gholamreza Gholipour; A. H. M. Muntasir Billah
    Publisher: ASCE
    Abstract: The dynamic response of shear deficient (SD) beams constructed with ultrahigh performance fiber reinforced concrete (UHPFRC) is evaluated in this study. Additionally, a comparison is made with adequately reinforced (AR) ...
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    Dynamic Behavior of Rocking Concrete Bridge Piers Subjected to Vehicle Collisions 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022172
    Author(s): Gholamreza Gholipour; A. H. M. Muntasir Billah
    Publisher: ASCE
    Abstract: The nonlinear dynamic behavior of rocking bridge piers with different configurations was numerically investigated in this study when subjected to vehicle collisions using finite-element (FE) simulations in LS-DYNA software. ...
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