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    Finite-Element Modeling of a Post-Tensioned Bridge Bent with Tension-Only Replaceable Anchors 

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 002:;page 04025106-1
    Author(s): Neupane, Suman; Pantelides, Chris P.
    Publisher: American Society of Civil Engineers
    Abstract: Abstract A three-dimensional (3D) finite-element model (FEM) of a two-column post-tensioned bridge bent with replaceable tension-only stretch length anchors (SLAs) used as external energy dissipators was developed. The 3D ...
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    Concentrated and Distributed Plasticity Models for Seismic Repair of Damaged RC Bridge Columns 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    Author(s): Wu Ruo-Yang;Pantelides Chris P.
    Publisher: American Society of Civil Engineers
    Abstract: Two models, Model Fiber and Model Rotational Spring (RS), simulating the seismic performance of repaired column-to-cap beam/footing connections using a carbon fiber-reinforced polymer (CFRP) donut are presented in this ...
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    Untitled 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 003
    Author(s): Sankholkar Priyank P.;Pantelides Chris P.;Hales Thomas A.
    Publisher: American Society of Civil Engineers
    Abstract: Confinement of concrete using glass fiber–reinforced polymer (GFRP) spirals was evaluated using small-scale concrete cylindrical specimens with a 254-mm diameter and 762-mm height under concentric axial compression. The ...
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    Bidirectional GFRP-Composite Connections between Precast Concrete Wall Panels under Simulated Seismic Load 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 004
    Author(s): Nye Trevor K.;Pantelides Chris P.;Alkhradji Tarek
    Publisher: American Society of Civil Engineers
    Abstract: Glass fiber-reinforced polymer (GFRP) composites offer several advantages over loose-plate steel connections when used in vertical joints between concrete wall panels as a connector. Advantages include resistance to ...
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