Summary
Comparisons are made between predictions from a multi-surface representation of the hardening behaviour in polycrystalline materials and experimental results. In general, good agreement is found for the deformation behaviour, i.e. non-linear stress-strain response, a rotation in the plastic strain path and the Bauschinger effect, under stress paths which change direction. It is further shown that the model supplies more reliable predictions to the observed behaviour than those corresponding to the isotropic and kinematic hardening rules. The valid range of application for the latter rules is also clarified. The limitations of the multi-surface model, in particular, are discussed in respect of initial material anisotropy and from a cyclic loading test with ratcheting.
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Abbreviations
- A, n :
-
constants in the hardening law
- E, v :
-
elastic constants
- f :
-
equi-strain surface function
- F :
-
isotropic hardening function
- p :
-
plastic strain increment ratio
- R :
-
stress ratio
- Y :
-
uniaxial yield stress
- α, β, ϑ:
-
translation components
- δ, τ:
-
normal and shear stress components
- \(\bar \sigma\) :
-
equivalent stress
- δ':
-
deviatoric stress
- ε, γ:
-
normal and shear strain components
- \(\bar \varepsilon ^P\) :
-
equivalent plastic strain
- \(\Delta \bar \varepsilon ^P , d\bar \varepsilon ^P\) :
-
equivalent plastic strain increments
- σ:
-
Kronecker delta
- i, j, k :
-
tensor subscripts
- r, ϑ,z :
-
polar co-ordinate subscripts
- q :
-
subscript denoting surface number
- e, P, t :
-
strain superscrips
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Rees, D.W.A. An experimental appraisal of the equi-strain multi-surface hardening model. Acta Mechanica 70, 193–219 (1987). https://doi.org/10.1007/BF01174655
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DOI: https://doi.org/10.1007/BF01174655