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    Flat-Crush Failure Mechanism of Corrugated Fiberboard 

    Source: Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 003:;page 602
    Author(s): Jen Y. Liu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper analyzes the behavior of corrugated fiberboard under flatcrush loading using the elastica theory. The analysis is useful for evluating the quality of the board as well as for studying ...
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    Energy Criterion for Fatigue Strength of Wood Structural Members 

    Source: Journal of Engineering Materials and Technology:;1996:;volume( 118 ):;issue: 003:;page 375
    Author(s): Jen Y. Liu; Robert J. Ross
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This report describes a mathematical model for fatigue strength of cellulosic materials under sinusoidal loading. The model is based on the Reiner-Weissenberg thermodynamic theory of strength in ...
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    Duration of Constant and Ramp Loading on Strength of Wood 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Jen Y. Liu; Erwin L. Schaffer
    Publisher: American Society of Civil Engineers
    Abstract: We present an analysis of time-dependent strength of cellulosic and polymeric materials under ramp loading. The analysis is based on the Reiner-Weissenberg thermodynamic theory of strength in conjunction with a nonlinear ...
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    Shear Strength in Principal Plane of Wood 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Jen Y. Liu; Lester H. Floeter
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the writers used Tsai and Wu's tensor polynomial theory to rederive a formula originally derived by Cowin for shear strength variation in a plane of material symmetry of orthotropic materials. Experimental ...
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    Orthotropic Beams Under Normal and Shear Loading 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Terry D. Gerhardt; Jen Y. Liu
    Publisher: American Society of Civil Engineers
    Abstract: An elasticity solution is presented for a rectangular orthotropic beam under arbitrary, normal, and shear loading or support conditions, or both. The solution is shown to correlate well with experimental measurements on ...
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