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    Nonlinear Stability Performance of Grouted Composite Liner with a Crown Void under a Radially Directed Concentrated Load 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Zhaochao Li; Lijuan Meng; Sisi Que
    Publisher: ASCE
    Abstract: This paper is concerned with the nonlinear performance of the grouted liner with a crown void under a concentrated load. The liner consists of three deformed shapes based on three void sizes: the small void, the contact, ...
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    Elastic Buckling of Thin-Walled Liners Encased in Partially Grouted Pipelines under External Pressure 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Zhaochao Li; Fujian Tang; Yizheng Chen; Yan Tang; Genda Chen
    Publisher: ASCE
    Abstract: In this study, the pressure-displacement equilibrium path and the elastic buckling pressure were formulated analytically for a thin-walled circular liner encased in a partially grouted pipeline–liner system. Numerical ...
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    Flexural Response of GFRP–UHPC Composite Slabs under a Hogging Moment 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 011:;page 04023082-1
    Author(s): Dan Zeng; Lei Cao; Yang Liu; Zhaochao Li; Hongpeng Li
    Publisher: ASCE
    Abstract: A lightweight glass fiber–reinforced polymer (GFRP)–ultrahigh performance concrete (UHPC) composite slab of high strength is proposed in this paper, having a reduced weight with respect to a composite slab with GFRP and ...
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    Monitoring Passivation, Pitting Corrosion Initiation, and Propagation of Steel Bar with Iron–Carbon Electroplated Long Period Fiber-Grating Sensor 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    Author(s): Fujian Tang; Zhaochao Li; Chao Li; Yizheng Chen; Hong-Nan Li
    Publisher: ASCE
    Abstract: An iron–carbon electroplated long period grating (LPG) fiber sensor to monitor the passivation, initiation, and propagation of the pitting corrosion of steel bars is characterized in simulated concrete pore solutions. An ...
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