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    Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 006:;page 04024060-1
    Author(s): Ji Zhou; Zongping Chen; Yuming Huang
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber–reinforced polymer–steel composite bars (C-FSCBs) and coral sea-sand aggregate seawater concrete (CSSC) are attractive choices as construction materials for island and atoll engineering construction. Understanding ...
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    Improvement of a Cycle J Integral for CT Specimens 

    Source: Journal of Engineering for Gas Turbines and Power:;1986:;volume( 108 ):;issue: 003:;page 521
    Author(s): Shao-Lun Liu; Ji-Zhou Xie
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The cycle J integral formula for CT specimens has been improved as follows: ΔJ=(2/Bb)(α1 •U + α2 •ΔP•Δδ) + (2/Bb)Ue −1.2025a/w + 0.6233 for 0.3≤a/w≤0.53; ΔJ=(2/Bb)(α1 •U + α2 •ΔP•Δδ) + (2/Bb)Ue ...
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    A Graph-Based Approach for Capturing the Capability Envelope of a Machining Process 

    Source: Journal of Manufacturing Science and Engineering:;2003:;volume( 125 ):;issue: 002:;page 272
    Author(s): Zhengdong Huang; Ji Zhou; Derek Yip-Hoi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, we present a method to determine the capability envelope of a machining process which consists of a sequence of parameterized machining operations. First, operations as well as ...
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    Seismic Behavior of 3D Joint between Concrete Encased Steel Cross-Shaped Column and Steel Beam: Experimental Study 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 012:;page 04022203
    Author(s): Zongping Chen; Ji Zhou; Shengxin Li; Junya Li; Shiqian Zhang
    Publisher: ASCE
    Abstract: This paper presents an experimental study on the seismic performance of a three-dimensional (3D) joint between concrete encased steel cross-shaped (CESC) columns and steel beams. Cyclic loading test of five interior joints ...
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    Simplified Design Method for the Shear Capacity of Steel Plate Shear-Strengthened Reinforced-Concrete Beams 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 011
    Author(s): Wang Jia-Ji;Zhou Meng;Nie Xin;Fan Jian-Sheng;Tao Mu-Xuan
    Publisher: American Society of Civil Engineers
    Abstract: Recently, a steel plate concrete composite technique has been developed for the shear strengthening of RC bridges. The steel plate shear-strengthened (SPSS) beam is composed of an old RC beam, new concrete, and steel web. ...
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