Title of article
Strain-rate potential based elastic/plastic anisotropic model for metals displaying tension–compression asymmetry
Author/Authors
Yoon، نويسنده , , Jong-Hun and Cazacu، نويسنده , , Oana and Yoon، نويسنده , , Jeong Whan، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2011
Pages
12
From page
1993
To page
2004
Abstract
Theoretical description of plastic anisotropy requires the definition of either stress potentials or plastic strain-rate potentials. In general, strain-rate potentials are more suitable for process design. Existing strain-rate potentials (phenomenological or texture-based) are applicable only to the description of the plastic behavior of materials with cubic crystal structure. Very recently, Cazacu et al. [9] have developed an orthotropic strain-rate potential applicable to metals that display tension–compression asymmetry when subjected to monotonic loading (e.g. hexagonal metals). This strain-rate potential is the exact work-conjugate of the anisotropic stress potential of Cazacu et al. [8]. In this paper, an elastic/plastic formulation based on the proposed strain-rate potential and a fully implicit time integration algorithm for this potential are presented. Finite-element tube bending simulation results demonstrate the capabilities of the model to represent the effects of the anisotropy and tension–compression asymmetry of the material on its mechanical response. If a material has the same yield in tension and compression, the strain-rate potential reduces to that proposed by Hill [17]. Further, validation of the robustness and accuracy of the integration algorithm is performed by using this new model and Hill [17] to simulate a circular cup drawing test of a steel plate.
Keywords
Stress update algorithm , Anisotropic strain-rate potential , Tension–compression asymmetry , Hexagonal close-packed metals
Journal title
Computer Methods in Applied Mechanics and Engineering
Serial Year
2011
Journal title
Computer Methods in Applied Mechanics and Engineering
Record number
1598110
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