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    Stability Theory of Cohesive Crack Model 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Yuan N. Li; Robert Y. Liang
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical formulation is proposed to describe equilibrium and stability behavior of the cohesive‐crack model (mode 1 cracking). Under the condition that no unloading occurs, total potential energy of the system can ...
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    Peak Load Determination in Linear Fictitious Crack Model 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Yuan N. Li; Robert Y. Liang
    Publisher: American Society of Civil Engineers
    Abstract: The linear fictitious crack model with linear softening law is a very important special case of the general fictitious crack model proposed by Hillerborg. When the traction‐separation softening curve is assumed linear, the ...
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    Closure to “<i>Stability Theory of Cohesive Crack Model</i>” by Yuan N. Li and Robert Y. Liang (March, 1992, Vol. 118, No. 3) 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 005
    Author(s): Yuan N. Li; Robert Y. Liang
    Publisher: American Society of Civil Engineers
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    Two New Methods of Fictitious‐Crack Model and Their Applications 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 012
    Author(s): Yuan N. Li; Michael Müller; J. ‐D. Wörner
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents several new results in the studies of the fictitious‐crack model. First, an engineering version of the stability theory of the fictitious‐crack model is presented in the framework of the finite element ...
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