[cig-commits] r14177 - in doc/snac: . figures

echoi at geodynamics.org echoi at geodynamics.org
Sun Mar 1 10:52:08 PST 2009


Author: echoi
Date: 2009-03-01 10:52:08 -0800 (Sun, 01 Mar 2009)
New Revision: 14177

Added:
   doc/snac/figures/MohrCoulomb_sigmatau.pdf
   doc/snac/figures/MohrCoulomb_sigmatau.tex
Modified:
   doc/snac/snac.lyx
Log:
Added more explanations about the plastic constitutive model with a new figure.



Added: doc/snac/figures/MohrCoulomb_sigmatau.pdf
===================================================================
(Binary files differ)


Property changes on: doc/snac/figures/MohrCoulomb_sigmatau.pdf
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Name: svn:mime-type
   + application/octet-stream

Added: doc/snac/figures/MohrCoulomb_sigmatau.tex
===================================================================
--- doc/snac/figures/MohrCoulomb_sigmatau.tex	                        (rev 0)
+++ doc/snac/figures/MohrCoulomb_sigmatau.tex	2009-03-01 18:52:08 UTC (rev 14177)
@@ -0,0 +1,28 @@
+\documentclass[12pt]{article}
+\usepackage{pst-all}
+\usepackage{pst-pdf}
+
+\begin{document}
+
+\psset{xunit=1in,yunit=1in, runit=1in, linewidth=1.5pt}
+\begin{pspicture}(-3.5,-2)(3,3)
+% Yield function
+  \psplot[linecolor=red]{-3.0}{1.666667}{x -0.6 mul 1.0 add}
+% Mohr circle
+  \pscircle(-1.28,0){1.516}
+% Arc for the friction angle
+  \psarc(1.666667,0){0.5}{150}{180}
+% Randial line to the intersection
+  \psline[linestyle=dashed](-1.28,0)(-0.5,1.3)
+% Coordinate Axes
+  \psaxes[ticks=none, labels=none]{->}(0,0)(-3.0,-2.0)(3.0,3.0)
+
+% Labels
+  \uput[u](2.8,0){{\huge $\sigma$}}
+  \uput[l](0,2.8){{\huge $\tau$}}
+  \uput[ul](1.1,0){{\huge $\phi$}}
+  \uput[dr](0.236,0){{\huge $\sigma_3$}}
+  \uput[dl](-2.796,0){{\huge $\sigma_1$}}
+\end{pspicture}
+
+\end{document}

Modified: doc/snac/snac.lyx
===================================================================
--- doc/snac/snac.lyx	2009-03-01 16:00:58 UTC (rev 14176)
+++ doc/snac/snac.lyx	2009-03-01 18:52:08 UTC (rev 14177)
@@ -1366,7 +1366,7 @@
 \end_inset
 
  is inside or on the yield surface, i.e., 
-\begin_inset Formula $f\left(\sigma^{n+1}\right)\leq0,$
+\begin_inset Formula $f\left(\sigma^{n+1}\right)\geq0,$
 \end_inset
 
  where 
@@ -1400,7 +1400,7 @@
 
 \begin_layout Standard
 \begin_inset Formula \begin{equation}
-f\left(\sigma^{n+1}\right)=\tau+q_{\phi}\sigma_{p}-C\label{eq:frictional materials yield}\end{equation}
+f\left(\sigma^{n+1}\right)=q_{\phi}\sigma_{p}+C-\tau\label{eq:frictional materials yield}\end{equation}
 
 \end_inset
 
@@ -1425,62 +1425,132 @@
 \end_inset
 
  is cohesive strength of the material.
- In the case of Drucker-Prager material, 
-\begin_inset Formula $\tau$
+ In the case of Mohr-Coulomb material, 
+\begin_inset Formula $q_{\phi}$
 \end_inset
 
- is defined as the second invariant of the deviatoric tensor
+ is given as 
+\begin_inset Formula $\tan\phi$
+\end_inset
+
+, 
 \end_layout
 
 \begin_layout Standard
 \begin_inset Formula \begin{equation}
-\tau=\sqrt{\frac{1}{2}S_{ij}S_{ij}},\label{eq:Drucker-Prager material}\end{equation}
+\tau=\frac{1}{2}\left(\sigma_{3}-\sigma_{1}\right)\cos\phi\text{ and }\sigma_{p}=\frac{1}{2}\left(\sigma_{3}+\sigma_{1}\right)-\frac{1}{2}\left(\sigma_{3}-\sigma_{1}\right)\sin\phi,\label{eq:Mohr-Coulomb material}\end{equation}
 
 \end_inset
 
 where 
-\begin_inset Formula $S$
+\begin_inset Formula $\sigma_{1}\leq\sigma_{2}\leq\sigma_{3}$
 \end_inset
 
- is the deviatoric part of stress tensor.
- Similarly in the case of Mohr-Coulomb material,
+ are the principal stresses of stress tensor (Figure 
+\begin_inset CommandInset ref
+LatexCommand ref
+reference "fig:MC yield envelop in sigma-tau"
+
+\end_inset
+
+).
+ The actual form of the yield function used in SNAC is
 \end_layout
 
 \begin_layout Standard
 \begin_inset Formula \begin{equation}
-\tau=\frac{1}{2}\left(\sigma_{3}-\sigma_{1}\right)\text{ and }\sigma_{p}=\frac{1}{2}\left(\sigma_{3}+\sigma_{1}\right),\label{eq:Mohr-Coulomb material}\end{equation}
+f(\sigma_{1},\sigma_{3})=\sigma_{1}-N_{\phi}\sigma_{3}+2C\sqrt{N_{\phi}},\label{eq:Mohr-Coulomb yield function}\end{equation}
 
 \end_inset
 
 where 
-\begin_inset Formula $\sigma_{1}\leq\sigma_{2}\leq\sigma_{3}$
+\begin_inset Formula $N_{\phi}=\frac{1+\sin\phi}{1-\sin\phi}$
 \end_inset
 
- are the principal stresses of stress tensor.
- 
+ and 
+\begin_inset Formula $\sqrt{N_{\phi}}=\frac{\cos\phi}{1-\sin\phi}$
+\end_inset
+
+.
 \end_layout
 
 \begin_layout Standard
+\begin_inset Float figure
+wide false
+sideways false
+status open
+
+\begin_layout Plain Layout
+\begin_inset Graphics
+	filename figures/MohrCoulomb_sigmatau.pdf
+	width 7cm
+
+\end_inset
+
+
+\end_layout
+
+\begin_layout Plain Layout
+\begin_inset Caption
+
+\begin_layout Plain Layout
+\begin_inset CommandInset label
+LatexCommand label
+name "fig:MC yield envelop in sigma-tau"
+
+\end_inset
+
+A diagram showing a Mohr-Coulomb yield envelope with 
+\begin_inset Formula $\tan\phi=0.6$
+\end_inset
+
+ and a non-zero cohesion as well as a Mohr circle corresponding to the principal
+ stresses, 
+\begin_inset Formula $\sigma_{1}$
+\end_inset
+
+ and 
+\begin_inset Formula $\sigma_{3}$
+\end_inset
+
+.
+\end_layout
+
+\end_inset
+
+
+\end_layout
+
+\begin_layout Plain Layout
+
+\end_layout
+
+\end_inset
+
+
+\end_layout
+
+\begin_layout Standard
 In general, flow rule for frictional materials is non-associative, i.e., flow
  direction differs from the normal of the yield surface normal.
- The plastic flow potential can be given as
+ The plastic flow potential for the Mohr-Coulomb model can be given as
 \end_layout
 
 \begin_layout Standard
 \begin_inset Formula \begin{equation}
-g\left(\sigma_{n+1}\right)=\tau+q_{\psi}\sigma_{p}\label{eq:plastic flow potential for plastic flow}\end{equation}
+g\left(\sigma_{n+1}\right)=\sigma_{1}-N_{\psi}\sigma_{3}\label{eq:plastic flow potential for plastic flow}\end{equation}
 
 \end_inset
 
 where 
-\begin_inset Formula $q_{\psi}$
+\begin_inset Formula $N_{\psi}=\frac{1+\sin\psi}{1-\sin\psi}$
 \end_inset
 
- is a function of the dilation angle 
+ and
 \begin_inset Formula $\psi$
 \end_inset
 
-.
+ is the dilation angle.
  
 \end_layout
 
@@ -1512,16 +1582,16 @@
 
 \begin_layout Standard
 The plastic strain increment, 
-\begin_inset Formula $\Delta\varepsilon^{p}=\beta\frac{\partial g}{\partial\sigma}$
+\begin_inset Formula $\Delta\varepsilon^{p}=\lambda\frac{\partial g}{\partial\sigma}$
 \end_inset
 
 , where 
-\begin_inset Formula $\beta$
+\begin_inset Formula $\lambda$
 \end_inset
 
  is the magnitude of the plastic flow.
  
-\begin_inset Formula $\beta$
+\begin_inset Formula $\lambda$
 \end_inset
 
  is determined such that updated stress state is on the yield surface, i.e.,



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