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    Finite-Element Analysis and Strength Model for IC Debonding in FRP-Strengthened RC Beams 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    Author(s): Li Xing-Hua;Wu Gang
    Publisher: American Society of Civil Engineers
    Abstract: Intermediate crack (IC) debonding is one of the most dominant failure modes associated with reinforced concrete beams strengthened with fiber-reinforced polymer (FRP) plates. To obtain a better understanding of the mechanism ...
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    Numerical Investigation on the Progressive Collapse Behavior of Precast Reinforced Concrete Frame Subassemblages 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 003
    Author(s): Feng De-Cheng;Wu Gang;Lu Yong
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical investigation of the progressive collapse behavior of the precast RC frame subassemblages. An efficient numerical model for precast RC frame subassemblages under progressive collapse is ...
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    Experiment of Heat Transfer to Supercritical Water Flowing in Vertical Annular Channels 

    Source: Journal of Heat Transfer:;2013:;volume( 135 ):;issue: 004:;page 42504
    Author(s): Yang, Zhendong; Bi, Qincheng; Wang, Han; Wu, Gang; Hu, Richa
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An experimental study of heat transfer to supercritical water has been performed at Xi'an Jiaotong University with a vertical annular tube. The annular test sections were constructed with an annular gap of 2 mm and an ...
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    Development of a Bridge Weigh-in-Motion System Based on Long-Gauge Fiber Bragg Grating Sensors 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 009
    Author(s): Chen Shi-Zhi;Wu Gang;Feng De-Cheng;Zhang Lu
    Publisher: American Society of Civil Engineers
    Abstract: Monitoring the weight of vehicles is essential for policymakers to maintain the condition of bridges. In the group of methods for weighing vehicles, bridge weigh-in-motion (B-WIM) systems are among the most prominent and ...
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    Long-Term Bond Durability of Fiber-Reinforced Polymer Bars Embedded in Seawater Sea-Sand Concrete under Ocean Environments 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
    Author(s): Dong Zhi-Qiang;Wu Gang;Zhao Xiao-Ling;Lian Jin-Long
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study on the bond durability of basalt fiber–reinforced polymer (BFRP) bars, steel–fiber reinforced polymer (FRP) composite bars (SFCB), and steel bars embedded in seawater sea-sand ...
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    Clustering Analysis of Ridership Patterns at Subway Stations: A Case in Nanjing, China 

    Source: Journal of Urban Planning and Development:;2019:;Volume (0145):;issue:002
    Author(s): Xing Zhao;Ya-peng Wu;Gang Ren;Kang Ji;Wen-wen Qian
    Publisher: American Society of Civil Engineers
    Abstract: Better understanding of urban mass transit trip mobility patterns will be helpful to increase public transit ridership and improve transit services of large cities. Therefore, a station-oriented clustering analysis on ...
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    An Advanced Critical State Constitutive Model for Overconsolidated Structured Soils 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 005:;page 06022004
    Author(s): Wen-hua Liu; Hong-yong Zhang; Wu-gang Li; Gang-qiang Kong; Xin-yi Lin
    Publisher: ASCE
    Abstract: This paper presents a constitutive model for simulating the stress–strain behavior of overconsolidated structured soils. The model extends the scope of a previous 10-parameter constitutive model proposed by the authors for ...
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    Forced Convection Heat Transfer Using High Temperature and Pressure Water in an Upward-Inclined Tube 

    Source: Journal of Heat Transfer:;2012:;volume( 134 ):;issue: 002:;page 20905
    Author(s): Wu Gang; Qincheng Bi; Han Wang; Zhendong Yang; Xiaojing Zhu; Zhihong Hu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Within the range of pressure from 9 to 28 MPa, mass flux from 600 to 1500 kg/m2 s, heat flux at inside wall from 200 to 600 kW/m2 , and wall temperature up to 650 °C, experiments ...
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    Experimental Investigations on the Soil–Water Characteristic Curve and the Deformation Behaviors of Unsaturated Cement–Stabilized Soft Clay 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 010:;page 04023183-1
    Author(s): Wen-hua Liu; Jin Sang; Guo-qian Hong; Wu-gang Li; Pan Hu; Long Wang; Xin-yi Lin
    Publisher: ASCE
    Abstract: Cement stabilization is a widely applied technique in improving the workability and geotechnical properties of soft clay. This paper investigated the influence of cement stabilization on the soil–water characteristic curve ...
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