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    Seismic Retrofit of Diagonal Tension Members in Steel Deck-Truss Bridges Using CFRP Sheets 

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 003:;page 04023023-1
    Author(s): Ngoc Vinh Pham; Kazuo Ohgaki; Masafumi Hattori; Takeshi Miyashita; Yuya Hidekuma
    Publisher: ASCE
    Abstract: This study entailed axial cyclic loading tests conducted on full-scale diagonal tension members of steel deck-truss bridges to evaluate the effects of seismic retrofitting methods using carbon fiber–reinforced polymer ...
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    Load-Carrying Capacity of Corroded Gusset Plate Connection and Its Repair Using CFRP Sheets 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 04021068-1
    Author(s): Ngoc Vinh PHAM; Takeshi Miyashita; Kazuo Ohgaki; Yusuke Okuyama; Yuya Hidekuma; Takuya Harada
    Publisher: ASCE
    Abstract: Recently, several events involving the corrosion-induced damage of gusset plate connections of steel truss bridges have been reported worldwide. In this study, the remaining load-carrying capacity of a corroded gusset plate ...
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    Repair Method and Finite Element Analysis for Corroded Gusset Plate Connections Bonded to CFRP Sheets 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020310
    Author(s): Ngoc Vinh Pham; Takeshi Miyashita; Kazuo Ohgaki; Yuya Hidekuma; Takuya Harada
    Publisher: ASCE
    Abstract: In steel truss bridges, severe damage due to corrosion at gusset plate connections has been widely reported. This study investigated the effectiveness of a repair method using carbon-fiber-reinforced plastic (CFRP) sheets ...
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