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    Impact Forces of Sliding Vanes on Rotor Slots in a Rotary Compressor 

    Source: Journal of Pressure Vessel Technology:;2009:;volume( 131 ):;issue: 005:;page 51208
    Author(s): Yuan Mao Huang; Z. C. Yu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study analyzes the impacts of vanes on rotor slots by simulating the impacts of two plates in a sliding vane rotary compressor. The Hertzian contact rule and the first order shear ...
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    Transferabilities of Urban Travel Demand Models 

    Source: Journal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Fong‐Lieh Ou; Jason C. Yu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analysis of recent investigations on the transferability of passenger travel demand models under different empirical and policy conditions. The results of this study generally indicate that with ...
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    Mixing at Cross Joints with Different Pipe Sizes in Water Distribution Systems 

    Source: Journal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 005
    Author(s): T. C. Yu; Y. Shao; C. Shen
    Publisher: American Society of Civil Engineers
    Abstract: Accurate prediction of mixing at cross junctions is important in water quality models because most of the intersecting pipes use cross junctions in water distribution systems. To describe the characteristics of complex ...
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    Experimental and Numerical Study on Mixed Mode I-II Fatigue Crack Propagation in Concrete 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 009:;page 04022044
    Author(s): Mengdi Jia; Zhimin Wu; Rena C. Yu; Xiaoxin Zhang
    Publisher: ASCE
    Abstract: To ensure the safety of concrete structures under fatigue loading, the fatigue crack propagation in concrete needs to be evaluated accurately. In this paper, a numerical method for mixed mode I-II fatigue crack propagation ...
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    Experimental Study of Combined Size and Strain Rate Effects on the Fracture of Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 008
    Author(s): X. X. Zhang; G. Ruiz; Rena C. Yu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents very recent results of an experimental program aimed at disclosing size and strain rate effects on the fracture behavior of reinforced concrete beams. Thirty-six reinforced beams made from two microconcretes ...
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    A Simplified Direct Method for Cyclic Strain Calculation: Repeated Rolling/Sliding Contact on a Case-Hardened Half Plane 

    Source: Journal of Tribology:;1996:;volume( 118 ):;issue: 002:;page 329
    Author(s): C.-C. Yu; B. Moran; L. M. Keer
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A direct analysis method for problems in repeated elastic-plastic rolling/sliding contact is presented. The method is shown to be an efficient technique for the determination of the steady-state ...
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    Fracture Toughness of Concrete after Sustained Loading 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006:;page 04025166-1
    Author(s): Xiaoyan Han; Zhimin Wu; Hui Jin; Hongbo Gao; Rena C. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The fracture toughness of concrete after sustained loading is a parameter for evaluating residual bearing capacity of cracked concrete structures in service. To investigate the fracture toughness of concrete after sustained ...
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    Bond Behavior of Deformed Bars in Self-Compacting Lightweight Aggregate Concrete at Early Ages 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002:;page 04020460-1
    Author(s): Zhimin Wu; Xiaoxin Zhang; Zhuo Ma; Xinru Li; Rena C. Yu
    Publisher: ASCE
    Abstract: Self-compacting lightweight aggregate concrete (SCLC) has attracted growing attention because of its self-compacting performance and good workability, thus the mechanical properties of SCLC and the structural performances ...
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    Bond Behavior of Deformed Bars in Self-Compacting Lightweight Aggregate Concrete Subjected to Lateral Tensions 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 009
    Author(s): Tao Jiang; Zhimin Wu; Hailong Ye; Xiaodong Fei; Rena C. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The bond performance of reinforcing bars to concrete, an indispensable factor in designing reinforced concrete structures, is deeply influenced by the stress states of surrounding concrete. In recent decades, although ...
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    Probabilistic Approach to Identify Sensitive Parameter Distributions in Multimedia Pathway Analysis 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2002:;Volume ( 006 ):;issue: 001
    Author(s): S. Kamboj; E. Gnanapragasam; D. LePoire; B. M. Biwer; J. Cheng; J. Arnish; C. Yu; S. Y. Chen; T. Mo; R. Abu-Eid; M. Thaggard
    Publisher: American Society of Civil Engineers
    Abstract: Sensitive parameter distributions were identified with the use of probabilistic analysis in the RESRAD computer code. RESRAD is a multimedia pathway analysis code designed to evaluate radiological exposures resulting from ...
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