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    Cavity-Opening Tensor Method and its Applications to Reflection and Transmission of Ultrasonic Wave by Defects 

    Source: Journal of Applied Mechanics:;1996:;volume( 063 ):;issue: 003:;page 836
    Author(s): Yonglin Xu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The reflection and transmission of ultrasonic waves by an array of planar defects are investigated using the cavity-opening tensor (COT) method, whereby each defect or flaw can be simulated as ...
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    Reflection and Transmission of a Plane Wave by an Array of Cavities in the Interface of Two Solids 

    Source: Journal of Applied Mechanics:;1992:;volume( 059 ):;issue: 001:;page 102
    Author(s): Yonglin Xu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The reflection and transmission of a plane wave by a distribution of cavities in the interface of two solids of different mechanical properties are investigated. For the calculation of the ...
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    Construction Behavior of Double Down-side Drifts in a Weak Tunnel with Shallow Cover 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2010:;Volume ( 004 ):;issue: 002
    Author(s): An Yonglin; Peng Limin; Zhao Dan
    Publisher: American Society of Civil Engineers
    Abstract: Confronted with accidents in a shallow-buried weak tunnel using the bench excavation method, such as great subsidence and cracks in the ground surface as well as those in the preliminary support, a double downside drifts ...
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    Effects of Geometric Imperfections on Flexural Buckling Resistance of Laterally Braced Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Chao Dou; Yong-Lin Pi
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the effects of geometric imperfections on flexural inelastic buckling resistance of axially loaded columns with equally spaced lateral braces and presents a simplified way of forming the critical ...
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    Flexural-Torsional Buckling Resistance Design of Circular Arches with Elastic End Restraints 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Chao Dou; Yong-Lin Pi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the flexural-torsional buckling resistance and design of steel circular arches subjected to uniform compression with elastic end bending restraints by using finite element (FE) numerical analyses. ...
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    Flexural-Torsional Buckling Resistance Design of Circular Arches with Elastic End Restraints 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Chao Dou; Yong-Lin Pi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the flexural-torsional buckling resistance and design of steel circular arches subjected to uniform compression with elastic end bending restraints by using finite element (FE) numerical analyses. ...
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    Effects of Geometric Imperfections on Flexural Buckling Resistance of Laterally Braced Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Chao Dou; Yong-Lin Pi
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the effects of geometric imperfections on flexural inelastic buckling resistance of axially loaded columns with equally spaced lateral braces and presents a simplified way of forming the critical ...
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    Out-of-Plane Buckling of Beams Having In-Plane Elastic Restraints under Gradient Thermal Action 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Yong-Lin Pi; Mark Andrew Bradford
    Publisher: American Society of Civil Engineers
    Abstract: When a beam is subjected to an in-plane linear temperature gradient field, the thermal effects of the temperature gradient field tend to change the curvature of the beam in the transverse direction and to expand the beam ...
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    Closure to “Plastic‐Collapse Analysis of Torsion” by Yong‐Lin Pi and N. S. Trahair 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Yong‐Lin Pi; N. S. Trahair
    Publisher: American Society of Civil Engineers
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    Self-Similar Crack Expansion Method for Three-Dimensional Crack Analysis 

    Source: Journal of Applied Mechanics:;1997:;volume( 064 ):;issue: 004:;page 729
    Author(s): Yonglin Xu; B. Moran; T. Belytschko
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The self-similar crack expansion method is developed to calculate stress intensity factors for three-dimensional cracks in an infinite medium or semi-infinite medium by the boundary integral element ...
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