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    Mechanical Analysis of Ultrasonic Bonding for Rapid Prototyping 

    Source: Journal of Manufacturing Science and Engineering:;2002:;volume( 124 ):;issue: 002:;page 426
    Author(s): Yuan Gao; Charalabos Doumanidis
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Ultrasonic bonding of thin foils has been recently introduced to rapid prototyping of complex-shaped and/or internally structured layered parts. This article provides the mechanical analysis of ...
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    Structural Reliability Analysis Using Generalized Distribution Reconstruction Method with Novel Improvements 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 002:;page 04024028-1
    Author(s): Zhiqiang Wan; Yuan Gao; Weifeng Tao
    Publisher: American Society of Civil Engineers
    Abstract: The probability density function (PDF) of structural responses is one of the significant fundamentals for structural reliability analysis. Nonetheless, it is still challenging to compute the PDF, especially when the ...
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    Interior Humidity of Concrete under Dry-Wet Cycles 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 003
    Author(s): Jun Zhang; Yuan Gao; Yudong Han
    Publisher: American Society of Civil Engineers
    Abstract: The dry-wet cycle is one of the aggressive environmental conditions suffered by concrete. This paper focuses on the experimental study and theoretical simulation of water distribution in normal- and high-strength concrete ...
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    Effects of Water-Binder Ratio and Coarse Aggregate Content on Interior Humidity, Autogenous Shrinkage, and Drying Shrinkage of Concrete 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 001
    Author(s): Jun Zhang; Yu Dong Han; Yuan Gao
    Publisher: American Society of Civil Engineers
    Abstract: Experimental studies on shrinkage and interior humidity of three series of concrete with three aggregate contents in each concrete under sealing and drying conditions were carried out. The results show that the development ...
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    Calculation of Shrinkage Stress in Early-Age Concrete Pavements. II: Calculation of Shrinkage Stress 

    Source: Journal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 010
    Author(s): Jun Zhang; Dongwei Hou; Yuan Gao
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on modeling of the shrinkage stress in concrete pavements that experience nonlinear shrinkage strain through the depth of the slab. A closed form of an analytical solution of shrinkage stress is developed. ...
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    Calculation of Shrinkage Stress in Early-Age Concrete Pavements. I: Calculation of Shrinkage Strain 

    Source: Journal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 010
    Author(s): Jun Zhang; Dongwei Hou; Yuan Gao
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on modeling of the distribution of shrinkage strain in early-age concrete pavements. In the modeling, an integrative model for autogenous and drying shrinkage predictions of concrete at an early age is ...
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    Experimental Analysis of Chloride Penetration into Concrete Subjected to Drying–Wetting Cycles 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 012
    Author(s): Chunhua Lu; Yuan Gao; Zhaowei Cui; Ronggui Liu
    Publisher: American Society of Civil Engineers
    Abstract: To clarify the mechanism of chloride penetration into concrete subjected to drying–wetting cycles, two kinds of concrete, ordinary portland cement concrete and fly ash (FA) concrete, were tested in a cyclic NaCl solution ...
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    Interior Relative Humidity of Normal- and High-Strength Concrete at Early Age 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 006
    Author(s): Jun Zhang; Yu Huang; Kun Qi; Yuan Gao
    Publisher: American Society of Civil Engineers
    Abstract: The moisture content in the concrete pores is a critical parameter for most of the degradation processes suffered by concrete, for example concrete shrinkage and related cracking. In the present paper, the development of ...
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    Utilizing Recycled Clay Brick Powder to Improve the Dispersivity and Water Stability of Dispersive Soil: A Sustainable Soil Improvement 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012:;page 04024407-1
    Author(s): Qiongyu Jia; Henghui Fan; Yuan Gao; Guanzhou Ren; Xingyao Li; Gaowen Zhao; Jiangru Huo; Peng Ju; Zhuo Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Dispersive soil is susceptible to water erosion and could cause damage in geotechnical engineering or hydraulic engineering projects. Recycled clay brick powder (RCBP) was used as a modifier to improve the dispersivity and ...
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    Study of Heat–Mass Transfer and Salt–Frost Expansion Mechanism of Sulfate Saline Soil during the Unidirectional Freezing Process 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010:;page 04024227-1
    Author(s): Chongliang Luo; Yunyan Yu; Jing Zhang; Yongbin Xie; Tinghua Zhang; Qianzhong Du; Yuan Gao; Wenhao Cui
    Publisher: American Society of Civil Engineers
    Abstract: The water and salt movement and crystallization deformation of saline soil in cold and arid regions is a complex hydrothermal–salt–mechanical coupling problem. Based on the law of mass conservation, the law of energy ...
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