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    Experimental and Numerical Study of Grout Effectiveness and Force-Transfer Mechanism in Socket Connections 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 004:;page 04024012-1
    Author(s): Zeng Zeng; Zhigang Wang; Zhiqiang Wang; Yan Xu
    Publisher: ASCE
    Abstract: This study aims to investigate the effectiveness of grout and the mechanism of force transfer in socket connections. In doing so, it proposes a new transfer mode called integral transfer mode (ITM), as opposed to the ...
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    Design Work of a Compressor Stage Through High To Low Speed Compressor Transformation 

    Source: Journal of Engineering for Gas Turbines and Power:;2014:;volume( 136 ):;issue: 006:;page 64501
    Author(s): Chenkai, Zhang; Jun, Hu; Zhiqiang, Wang; Xiang, Gao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Lowspeed model testing has advantages such as great accuracy and low cost and risk, so it is widely used in the design procedure of the high pressure compressor (HPC) exit stage. The lowspeed model testing project is ...
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    Seismic Performance Comparison of Precast Bridge Columns with Different Shear Span-to-Depth Ratios and Connection Designs via Quasi-Static Cyclic Test 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022094
    Author(s): Zhiqiang Wang; Penghui Zhang; Jiyan Zhang; Tiantian Li; Xingfei Yan; Hongya Qu
    Publisher: ASCE
    Abstract: In this study, seven one-third-scale bridge column specimens are tested via a quasi-static cyclic test to understand seismic performance differences between cast-in-place (CIP) and precast bridge columns with various shear ...
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    Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 008:;page 04021055-1
    Author(s): Hongya Qu; Jixing Fu; Tiantian Li; Chengjun Wu; Xianfeng Sun; Hongyi Wei; Zhiqiang Wang
    Publisher: ASCE
    Abstract: In this study, the seismic performance of a precast bridge substructure from an urban viaduct is investigated via shake table tests. A simple beam bridge is formed by using two precast bridge pier specimens, and one pier ...
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