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------------------------------------------------------------
revno: 3921
committer: Jerome Duriez <jerome.duriez@xxxxxxxxxxxxxxx>
timestamp: Tue 2014-04-15 15:55:10 +0200
message:
  Add of an external reference, about the "derivation" of bodyStressTensor
modified:
  doc/references.bib
  doc/sphinx/references.bib
  py/_utils.cpp


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=== modified file 'doc/references.bib'
--- doc/references.bib	2014-04-09 09:11:49 +0000
+++ doc/references.bib	2014-04-15 13:55:10 +0000
@@ -631,6 +631,17 @@
 	author = "Diego Mas Ivars and Matthew E. Pierce and Caroline Darcel and Juan Reyes-Montes and David O. Potyondy and R. Paul Young and Peter A. Cundall"
 }
 
+@article{Potyondy2004,
+title = "A bonded-particle model for rock ",
+journal = "International Journal of Rock Mechanics and Mining Sciences ",
+volume = "41",
+number = "8",
+pages = "1329 - 1364",
+year = "2004",
+doi = "10.1016/j.ijrmms.2004.09.011",
+author = "D.O. Potyondy and P.A. Cundall"
+}
+
 @book{Radjai2011,
 	title={Discrete-Element Modeling of Granular Materials},
 	author={Radjai, F. and Dubois, F.},

=== modified file 'doc/sphinx/references.bib'
--- doc/sphinx/references.bib	2013-10-04 12:35:58 +0000
+++ doc/sphinx/references.bib	2014-04-15 13:55:10 +0000
@@ -116,6 +116,16 @@
   publisher = {American Physical Society}
 }
 
+@article{Potyondy2004,
+title = "A bonded-particle model for rock ",
+journal = "International Journal of Rock Mechanics and Mining Sciences ",
+volume = "41",
+number = "8",
+pages = "1329 - 1364",
+year = "2004",
+doi = "10.1016/j.ijrmms.2004.09.011",
+author = "D.O. Potyondy and P.A. Cundall"
+}
 
 @article{Jung1997,
 	author={Derek Jung and  Kamal K. Gupta},

=== modified file 'py/_utils.cpp'
--- py/_utils.cpp	2014-04-02 15:33:41 +0000
+++ py/_utils.cpp	2014-04-15 13:55:10 +0000
@@ -536,7 +536,7 @@
 	//py::def("stressTensorOfPeriodicCell",Shop__stressTensorOfPeriodicCell,(py::args("smallStrains")=false),"Compute overall (macroscopic) stress of periodic cell using equation published in [Kuhl2001]_:\n\n.. math:: \\vec{\\sigma}=\\frac{1}{V}\\sum_cl^c[\\vec{N}^cf_N^c+\\vec{T}^{cT}\\cdot\\vec{f}^c_T],\n\nwhere $V$ is volume of the cell, $l^c$ length of interaction $c$, $f^c_N$ normal force and $\\vec{f}^c_T$ shear force. Sumed are values over all interactions $c$. $\\vec{N}^c$ and $\\vec{T}^{cT}$ are projection tensors (see the original publication for more details):\n\n.. math:: \\vec{N}=\\vec{n}\\otimes\\vec{n}\\rightarrow N_{ij}=n_in_j\n\n.. math:: \\vec{T}^T=\\vec{I}_{sym}\\cdot\\vec{n}-\\vec{n}\\otimes\\vec{n}\\otimes\\vec{n}\\rightarrow T^T_{ijk}=\\frac{1}{2}(\\delta_{ik}\\delta_{jl}+\\delta_{il}\\delta_{jk})n_l-n_in_jn_k\n\n.. math:: \\vec{T}^T\\cdot\\vec{f}_T\\equiv T^T_{ijk}f_k=(\\delta_{ik}n_j/2+\\delta_{jk}n_i/2-n_in_jn_k)f_k=n_jf_i/2+n_if_j/2-n_in_jn_kf_k,\n\nwhere $n$ is unit vector oriented along the interaction (:yref:`normal<GenericSpheresContact::normal>`) and $\\delta$ is Kronecker's delta. As $\\vec{n}$ and $\\vec{f}_T$ are perpendicular (therfore $n_if_i=0$) we can write\n\n.. math:: \\sigma_{ij}=\\frac{1}{V}\\sum l[n_in_jf_N+n_jf^T_i/2+n_if^T_j/2]\n\n:param bool smallStrains: if false (large strains), real values of volume and interaction lengths are computed. If true, only :yref:`refLength<Dem3DofGeom::refLength>` of interactions and initial volume are computed (can save some time).\n\n:return: macroscopic stress tensor as Matrix3");
 	py::def("normalShearStressTensors",Shop__normalShearStressTensors,(py::args("compressionPositive")=false,py::args("splitNormalTensor")=false,py::args("thresholdForce")=NaN),"Compute overall stress tensor of the periodic cell decomposed in 2 parts, one contributed by normal forces, the other by shear forces. The formulation can be found in [Thornton2000]_, eq. (3):\n\n.. math:: \\tens{\\sigma}_{ij}=\\frac{2}{V}\\sum R N \\vec{n}_i \\vec{n}_j+\\frac{2}{V}\\sum R T \\vec{n}_i\\vec{t}_j\n\nwhere $V$ is the cell volume, $R$ is \"contact radius\" (in our implementation, current distance between particle centroids), $\\vec{n}$ is the normal vector, $\\vec{t}$ is a vector perpendicular to $\\vec{n}$, $N$ and $T$ are norms of normal and shear forces.\n\n:param bool splitNormalTensor: if true the function returns normal stress tensor split into two parts according to the two subnetworks of strong an weak forces.\n\n:param Real thresholdForce: threshold value according to which the normal stress tensor can be split (e.g. a zero value would make distinction between tensile and compressive forces).");
 	py::def("fabricTensor",Shop__fabricTensor,(py::args("splitTensor")=false,py::args("revertSign")=false,py::args("thresholdForce")=NaN),"Compute the fabric tensor of the periodic cell. The original paper can be found in [Satake1982]_.\n\n:param bool splitTensor: split the fabric tensor into two parts related to the strong and weak contact forces respectively.\n\n:param bool revertSign: it must be set to true if the contact law's convention takes compressive forces as positive.\n\n:param Real thresholdForce: if the fabric tensor is split into two parts, a threshold value can be specified otherwise the mean contact force is considered by default. It is worth to note that this value has a sign and the user needs to set it according to the convention adopted for the contact law. To note that this value could be set to zero if one wanted to make distinction between compressive and tensile forces.");
-	py::def("bodyStressTensors",Shop__getStressLWForEachBody,"Compute and return a table with per-particle stress tensors. Each tensor represents the average stress in one particle, obtained from the contour integral of applied load as detailed below. This definition is considering each sphere as a continuum. It can be considered exact in the context of spheres at static equilibrium, interacting at contact points with negligible volume changes of the solid phase (this last assumption is not restricting possible deformations and volume changes at the packing scale).\n\nProof:\n\nFirst, we remark the identity:  $\\sigma_{ij}=\\delta_{ik}\\sigma_{kj}=x_{i,k}\\sigma_{kj}=(x_{i}\\sigma_{kj})_{,k}-x_{i}\\sigma_{kj,k}$.\n\nAt equilibrium, the divergence of stress is null: $\\sigma_{kj,k}=\\vec{0}$. Consequently, after divergence theorem: $\\frac{1}{V}\\int_V \\sigma_{ij}dV = \\frac{1}{V}\\int_V (x_{i}\\sigma_{kj})_{,k}dV = \\frac{1}{V}\\int_{\\partial V}x_i\\sigma_{kj}n_kdS = \\frac{1}{V}\\sum_bx_i^bf_j^b$.\n\nThe last equality is implicitely based on the representation of external loads as Dirac distributions whose zeros are the so-called *contact points*: 0-sized surfaces on which the *contact forces* are applied, located at $x_i$ in the deformed configuration.\n\nA weighted average of per-body stresses will give the average stress inside the solid phase. There is a simple relation between the stress inside the solid phase and the stress in an equivalent continuum in the absence of fluid pressure. For porosity $n$, the relation reads: $\\sigma_{ij}^{equ.}=(1-n)\\sigma_{ij}^{solid}$.");
+	py::def("bodyStressTensors",Shop__getStressLWForEachBody,"Compute and return a table with per-particle stress tensors. Each tensor represents the average stress in one particle, obtained from the contour integral of applied load as detailed below. This definition is considering each sphere as a continuum. It can be considered exact in the context of spheres at static equilibrium, interacting at contact points with negligible volume changes of the solid phase (this last assumption is not restricting possible deformations and volume changes at the packing scale).\n\nProof: (see also Appendix A of [Potyondy2004]_) \n\nFirst, we remark the identity:  $\\sigma_{ij}=\\delta_{ik}\\sigma_{kj}=x_{i,k}\\sigma_{kj}=(x_{i}\\sigma_{kj})_{,k}-x_{i}\\sigma_{kj,k}$.\n\nAt equilibrium, the divergence of stress is null: $\\sigma_{kj,k}=\\vec{0}$. Consequently, after divergence theorem: $\\frac{1}{V}\\int_V \\sigma_{ij}dV = \\frac{1}{V}\\int_V (x_{i}\\sigma_{kj})_{,k}dV = \\frac{1}{V}\\int_{\\partial V}x_i\\sigma_{kj}n_kdS = \\frac{1}{V}\\sum_bx_i^bf_j^b$.\n\nThe last equality is implicitely based on the representation of external loads as Dirac distributions whose zeros are the so-called *contact points*: 0-sized surfaces on which the *contact forces* are applied, located at $x_i$ in the deformed configuration.\n\nA weighted average of per-body stresses will give the average stress inside the solid phase. There is a simple relation between the stress inside the solid phase and the stress in an equivalent continuum in the absence of fluid pressure. For porosity $n$, the relation reads: $\\sigma_{ij}^{equ.}=(1-n)\\sigma_{ij}^{solid}$.");
 	py::def("getStress",Shop::getStress,(py::args("volume")=0),"Compute and return Love-Weber stress tensor:\n\n $\\sigma_{ij}=\\frac{1}{V}\\sum_b f_i^b l_j^b$, where the sum is over all interactions, with $f$ the contact force and $l$ the branch vector (joining centers of the bodies). Stress is negativ for repulsive contact forces, i.e. compression. $V$ can be passed to the function. If it is not, it will be equal to one in non-periodic cases, or equal to the volume of the cell in periodic cases.");
 	py::def("getCapillaryStress",Shop::getCapillaryStress,(py::args("volume")=0),"Compute and return Love-Weber capillary stress tensor:\n\n $\\sigma^{cap}_{ij}=\\frac{1}{V}\\sum_b l_i^b f^{cap,b}_j$, where the sum is over all interactions, with $l$ the branch vector (joining centers of the bodies) and $f^{cap}$ is the capillary force. $V$ can be passed to the function. If it is not, it will be equal to one in non-periodic cases, or equal to the volume of the cell in periodic cases. Only the CapillaryPhys interaction type is supported presently.");
 	py::def("getBodyIdsContacts",Shop__getBodyIdsContacts,(py::args("bodyID")=0),"Get a list of body-ids, which contacts the given body.");