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    Enhanced Voids Growth Model for Ductile Fracture Prediction of High-Strength Steel Q690D under Monotonic Tension: Experiments and Numerical Simulation 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): De-Yang Kong; Bo Yang
    Publisher: ASCE
    Abstract: Accurate prediction of progressive damage and failure of structural steels is a nontrivial issue in practical design and assessment of steel structural buildings. It appears far more important in the fracture-oriented ...
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    Application of Discrete-Element Numerical Simulation for Calculating the Stability of Dangerous Rock Mass: A Case Study 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 012
    Author(s): Chong Shi; Bo Yang; Yiping Zhang; Junxiong Yang
    Publisher: ASCE
    Abstract: An unstable rock mass is a common geological hazard in water conservancy and hydropower engineering in southwest China. The mechanical properties of a rock mass joint and the internal and external physical environment are ...
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    Numerical Model of a Tandem Reciprocating Hydraulic Rod Seal 

    Source: Journal of Tribology:;2008:;volume( 130 ):;issue: 003:;page 32201
    Author(s): Bo Yang; Richard F. Salant
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A numerical model of a tandem reciprocating hydraulic rod seal, consisting of two elastomeric U cup seals, has been constructed. It is applicable to cases in which the stroke length is ...
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    Soft EHL Simulations of U-Cup and Step Hydraulic Rod Seals 

    Source: Journal of Tribology:;2009:;volume( 131 ):;issue: 002:;page 21501
    Author(s): Bo Yang; Richard F. Salant
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A numerical soft elastohydrodynamic lubrication model of a reciprocating hydraulic seal has been used to simulate the performance of a U-cup seal and a step seal in a conventional actuator. ...
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    Behavior of Composite Beam-Column Joints in a Middle-Column-Removal Scenario: Experimental Tests 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Bo Yang; Kang Hai Tan
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments has been conducted to investigate the failure modes and ductility of composite beam-column joints in a middle-column-removal scenario. Composite web cleat and flush end plate connections were studied. ...
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    Numerical Model of a Reciprocating Hydraulic Rod Seal 

    Source: Journal of Tribology:;2007:;volume( 129 ):;issue: 001:;page 91
    Author(s): Richard F. Salant; Nicholas Maser; Bo Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A numerical model of an elastomeric reciprocating hydraulic rod seal has been constructed. The model consists of coupled fluid mechanics, deformation mechanics, and contact mechanics analyses, ...
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    Biased Information Passing Between Subsystems Over Time in Complex System Design 

    Source: Journal of Mechanical Design:;2016:;volume( 138 ):;issue: 001:;page 11101
    Author(s): Austin; Yu, Bo Yang; Yang, Maria C.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: During the early stage design of largescale engineering systems, design teams are challenged to balance a complex set of considerations. The established structured approaches for optimizing complex system designs offer ...
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    Component-Based Modeling for Steel and Composite Beam-Column Joints Subjected to Quasi-Static and Impact Loads under Column Removal Scenarios 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023149-1
    Author(s): Kang Chen; Bo Yang
    Publisher: ASCE
    Abstract: This paper describes a component-based modeling approach for bare steel and composite beam-column joints subjected to quasi-static and impact loads under column removal scenarios. Two types of beam-column joints, viz. fin ...
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    Experimental Study on Progressive Collapse of 3D Steel Frames under Concentrated and Uniformly Distributed Loading Conditions 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): De-Yang Kong; Yong Yang; Bo Yang; Xu-Hong Zhou
    Publisher: ASCE
    Abstract: Structures are expected to be robust enough to avoid widespread local failure caused by extreme loading events, so that the complete or disproportional collapse of buildings can be averted. In the last decades, numerous ...
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    Flexural Behavior and Rotation Capacity of Welded I-Beams Made from 690-MPa High-Strength Steel 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020320
    Author(s): Bo Yang; Minhao Dong; Qi Han; Mohamed Elchalakani; Gang Xiong
    Publisher: ASCE
    Abstract: In this study, the flexural behavior and rotation capacity of welded I-beams made from 690-MPa high-strength steel were investigated through experimental tests and numerical simulations. In the experimental program, a total ...
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