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laws:cazacutn [2022/03/17 10:49]
carlos
laws:cazacutn [2022/10/14 15:52] (current)
carlos
Line 31: Line 31:
 Where: Where:
   * $\bar{\Sigma}_{CPB06}$ is the CPB06 yield stress:   * $\bar{\Sigma}_{CPB06}$ is the CPB06 yield stress:
-\[\bar{\Sigma}_{CPB06}=\tilde{m}\Big[ \overset{3}{\underset{J=1}{\Sigma}} \big(|\Sigma_{J}| - k\Sigma_{J}\big)^a \Big] ^{\frac{1}{a}}\]+\[\bar{\Sigma}_{CPB06}=\tilde{m}\Big[ \overset{3}{\underset{i=1}{\Sigma}} \big(|\Sigma_{i}| - k\Sigma_{i}\big)^a \Big] ^{\frac{1}{a}}\]
   * $\sigma_{y}$ is the current yield stress of the material:   * $\sigma_{y}$ is the current yield stress of the material:
 \[\sigma_{y} = \sigma_{0} + S_{R}\big[1-exp\big(-C_{R}\bar{\epsilon}^{p}\big)\big]\] \[\sigma_{y} = \sigma_{0} + S_{R}\big[1-exp\big(-C_{R}\bar{\epsilon}^{p}\big)\big]\]
   * STF is the stress transformation function, containing all the damage-related variables:   * STF is the stress transformation function, containing all the damage-related variables:
-\[STF=2fq_{1}cosh\Big[\frac{3q_{2}\big(\sigma_{m} - X_{m}\big)}{h\sigma_{y}}\Big] - q_{3}f^{2} ​- 1\]+\[STF= ​1 - 2fq_{1}cosh\Big[\frac{3q_{2}\big(\sigma_{m} - X_{m}\big)}{h\sigma_{y}}\Big] - q_{3}f^{2}\]
  
  
 +The corrected stress ($\hat{\sigma}$) and backstress ($\hat{X}$) are respectively calculated as:
  
 +\[\hat{\sigma} = L_{ijmn}T_{mnkl}\sigma_{kl}\]
 +\[\hat{X}= L_{ijmn}T_{mnkl}X_{kl}\]
 +
 +
 +The backstress tensor is calculated using the Armstrong-Frederick model:
 +
 +\[dX = S_{x}[C_{x}d{\epsilon^p}-Xd\bar{\epsilon}^p]\]
  
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laws/cazacutn.1647510548.txt.gz · Last modified: 2022/03/17 10:49 by carlos