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    Numerical and Theoretical Analysis of Slab Transverse-Moment Distributions in Twin-Girder Crossbeam Composite Bridges 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 003
    Author(s): Da Xiang; Yuqing Liu; Fei Yang
    Publisher: ASCE
    Abstract: In twin-girder crossbeam composite (TGCBC) bridges, the concrete slab supported only by steel plate girders is typically regarded as a one-way slab, and its transverse bending moments are essential for structural optimization ...
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    Mud Pumping Defect Detection of High-Speed Rail Slab Track Based on Track Geometry Data 

    Source: Journal of Transportation Engineering, Part A: Systems:;2022:;Volume ( 148 ):;issue: 006:;page 04022023
    Author(s): Zai-Wei Li; Xiao-Zhou Liu; Fei Yang; Li-Wen Zhang
    Publisher: ASCE
    Abstract: Mud pumping is a major problem for high-speed rail (HSR) slab tracks because it can cause deterioration of track alignment and further compromise operation safety and ride comfort of passengers. Timely inspection for mud ...
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    Variation Mechanism in Water Resistance of Red Mud–Modified Magnesium Phosphate Repair Mortar with Water-Binder Ratio 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007:;page 04024193-1
    Author(s): Junxia Liu; Yimeng Yan; Ran Hai; Fei Yang; Zhongyu Li; Jianwei Li
    Publisher: American Society of Civil Engineers
    Abstract: This study explored the influence mechanism on the water resistance of magnesium phosphate repair mortars. The fluidity, setting time, mechanical properties, water resistance, and interfacial bonding strength of red ...
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    Ultra-low Cycle Fatigue Fracture of High-Strength Steel Q460C and Its Weld 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 011
    Author(s): Yin Fei;Yang Lu;Zong Liang;Liu Xiyue;Wang Yuanqing
    Publisher: American Society of Civil Engineers
    Abstract: In order to investigate the ultra-low cycle fatigue (UCLF) fracture in welded connections of high-strength steel (HSS) under earthquakes, this paper studies micromechanical fracture models for Q46C steel, which has wide ...
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    Heuristic Strategies of Modified Levenberg–Marquardt Algorithm for Fitting Transition Curves 

    Source: Journal of Surveying Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Zhanfeng Song; Fei Yang; Paul Schonfeld; Jun Li; Hao Pu
    Publisher: ASCE
    Abstract: Horizontal curve identification is important both for road safety management and railway maintenance. Parameters of a transition curve are introduced to perform an orthogonal least-squares fitting. During such a fitting ...
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    Numerical Investigation of Grout Diffusion Accounting for the Dynamic Pressure Boundary Condition and Spatiotemporal Variation in Slurry Viscosity 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 004:;page 04021018-1
    Author(s): Chenghao Han; Jiuchuan Wei; Weijie Zhang; Wenwu Zhou; Huiyong Yin; Daolei Xie; Fei Yang; Xiang Li; Xiaoquan Man
    Publisher: ASCE
    Abstract: This paper proposed an improved stepwise algorithm to simulate the grout diffusion in a single fracture considering the dynamic grouting parameter boundary condition and the spatial- and time-dependent viscosity of the ...
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    Cross-Sectional Moment Capacity Prediction of Steel Box Girders Based on the CSM 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 007:;page 04022051
    Author(s): Yajun Zhang; Yuqing Liu; Rongrong Sheng; Xiaoqiang Dong; Fei Yang
    Publisher: ASCE
    Abstract: The objective of this paper is to propose the prediction method of the cross-sectional moment capacity for continuous steel box girder bridges based on the continuous strength method (CSM). First, the critical buckling ...
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