Chen, G. and Baker, Graham (2004) Energy profile and bifurcation analysis in softening plasticity. Advances in Structural Engineering, 7 (6). pp. 515-523. ISSN 1369-4332Full text not available from this repository.
Bifurcations of solutions and energy profile in softening plasticity are discussed in this paper. The localized and non-localized solutions are obtained for a simple softening bar; the second-order derivatives of the incremental energy are evaluated. The second-order derivatives along the fundamental path demonstrate a discontinuity at the bifurcation point; the eigen-analysis of the tangential stiffness matrix fails to identify the post-bifurcation paths. The energy variation near the bifurcation point is investigated; the relationship between the stationary points of the energy profile and post-bifurcation solutions is established. Beyond the bifurcation point, the single stable loading path splits into several post-bifurcation paths and the incremental energy exhibits several competing minima. Among the multiple post-bifurcation equilibrium states, the localized solutions correspond to the minimum points of the energy profile, while the non-localized solutions correspond to the saddles and local maximum points. To determine the real post-bifurcation path, the concept of minimization of the second-order energy is used as the criterion for the bifurcation analysis involved in softening plasticity. As an application, a lattice model of a beam is analyzed and damage localization is obtained.
|Item Type:||Article (Commonwealth Reporting Category C)|
|Additional Information:||Electronic version unavailable.|
|Uncontrolled Keywords:||bifurcation analysis; energy profile; multiple equilibrium states; softening plasticity; strain localization; boundary conditions; deformation; eigenvalues and eigenfunctions|
|Depositing User:||ePrints Administrator|
|Date Deposited:||06 May 2010 12:14|
|Last Modified:||16 Nov 2011 04:39|
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