update gallery

Author: claudioperez

gallery2/frames/frame-2007.ipynb

@@ -106,9 +106,28 @@
     "ax.set_ylabel(r\"$\\sigma/\\sigma_y$\");"
    ]
   },
+  {
+   "cell_type": "markdown",
+   "metadata": {},
+   "source": [
+    "Now create two instances of ``Steel02`` with differing values for the `R0` parameter:"
+   ]
+  },
+  {
+   "cell_type": "code",
+   "execution_count": null,
+   "metadata": {},
+   "outputs": [],
+   "source": [
+    "\n",
+    "steel_material = xara.UniaxialMaterial(\"Steel02\", E=Es, Fy=Fy, R0=5, b=0.05)\n",
+    "\n",
+    "steel_material_20 = xara.UniaxialMaterial(\"Steel02\", E=Es, Fy=Fy, R0=20, b=0.05)\n"
+   ]
+  },
   {
    "cell_type": "code",
-   "execution_count": 5,
+   "execution_count": null,
    "metadata": {},
    "outputs": [
     {
@@ -129,14 +148,12 @@
     "\n",
     "strain = np.linspace(0, Fy/Es*5, 100)\n",
     "\n",
-    "steel_material = xara.UniaxialMaterial(\"Steel02\", E=Es, Fy=Fy, R0=5, b=0.05)\n",
     "with steel_material as tmp:\n",
     "    ln = ax.plot(strain/(Fy/Es), \n",
     "                 [tmp.getStress(e, commit=True)/Fy for e in strain],\n",
     "                 label=\"$R_0=5$\")\n",
     "\n",
     "\n",
-    "steel_material_20 = xara.UniaxialMaterial(\"Steel02\", E=Es, Fy=Fy, R0=20, b=0.05)\n",
     "with steel_material_20 as tmp:\n",
     "    ln = ax.plot(strain/(Fy/Es), \n",
     "                 [tmp.getStress(e, commit=True)/Fy for e in strain],\n",
@@ -154,32 +171,6 @@
     "ax.legend();"
    ]
   },
-  {
-   "cell_type": "code",
-   "execution_count": 6,
-   "metadata": {},
-   "outputs": [],
-   "source": [
-    "\n",
-    "# strain = 0.01*(sin(linspace(0, 3.5*pi, 300))**2-0.01)*linspace(0.5, 1, 300)**2\n",
-    "\n",
-    "\n",
-    "# fig, ax = plt.subplots()\n",
-    "# with uniaxial.Steel02(Fy, Es, 0.02, 15, 0.925, 0.15, 0.05, 1, 0, 1).handle() as mat:\n",
-    "#     ln = ax.plot(strain/(Fy/Es), \n",
-    "#                  [mat.getStress(e, commit=True)/Fy for e in strain],\n",
-    "#                  )\n",
-    "\n",
-    "\n",
-    "# # Draw a horizontal line at the yield stress Fy\n",
-    "# ax.axhline(y=1, color='darkgrey', linestyle='--')\n",
-    "# ax.text(-1, 1, r\"$\\sigma_y$\", color='k', va='center', ha='right', bbox=dict(facecolor='white', edgecolor='none', pad=2.0))\n",
-    "\n",
-    "# ax.set_xlabel(r\"$\\varepsilon/\\varepsilon_y$\")\n",
-    "# ax.set_ylabel(r\"$\\sigma/\\sigma_y$\")\n",
-    "# ax.legend()"
-   ]
-  },
   {
    "cell_type": "code",
    "execution_count": null,

gallery2/material/material-0002.ipynb

@@ -2,7 +2,7 @@
  "cells": [
   {
    "cell_type": "markdown",
-   "id": "6e05ae94",
+   "id": "3bbf16ae",
    "metadata": {},
    "source": [
     "# Koyna Dam "

gallery2/plane/plane-0101.ipynb

@@ -62,28 +62,6 @@ def _split_field_name(text):
 
     return parts[0], parts[1]
 
-
-# def _parse_gparam_arg(arg):
-#     parts = shlex.split(arg)
-
-#     if len(parts) == 1:
-#         return "Parameters", parts[0]
-
-#     if len(parts) >= 2:
-#         return " ".join(parts[:-1]), parts[-1]
-
-#     return "Parameters", ""
-
-# def _parse_gparam_arg(arg):
-#     parts = shlex.split(arg)
-
-#     if len(parts) == 1:
-#         return "Parameters", parts[0]
-
-#     if len(parts) >= 2:
-#         return " ".join(parts[:-1]), parts[-1]
-
-#     return "Parameters", ""
 def _parse_gparam_arg(arg):
     try:
         parts = shlex.split(arg)
@@ -147,29 +125,6 @@ def make_field(
                 )
             )
 
-            # fieldtype = types.pop(fieldarg, None)
-            # if fieldtype:
-            #     term += nodes.Text(" ")
-            #     type_span = nodes.inline(classes=["param-type"])
-            #     type_span += nodes.Text("(")
-
-            #     if len(fieldtype) == 1 and isinstance(fieldtype[0], nodes.Text):
-            #         type_span.extend(
-            #             self.make_xrefs(
-            #                 self.typerolename,
-            #                 domain,
-            #                 fieldtype[0].astext(),
-            #                 addnodes.literal_emphasis,
-            #                 env=env,
-            #                 inliner=inliner,
-            #                 location=location,
-            #             )
-            #         )
-            #     else:
-            #         type_span.extend(fieldtype)
-
-            #     type_span += nodes.Text(")")
-            #     term += type_span
             fieldtype = types.pop(fieldarg, None)
             if fieldtype:
                 term += nodes.Text(": ")
@@ -260,26 +215,6 @@ def _replace_builtin_param_field():
     _clear_field_type_cache()
 
 
-# def _ensure_dynamic_group(label):
-#     slug = _slug(label)
-#     field_name = f"gparam_{slug}"
-
-#     if field_name in _DYNAMIC_FIELD_NAMES:
-#         return slug
-
-#     PyObject.doc_field_types.append(
-#         _make_param_field(
-#             name=field_name,
-#             label=label,
-#             names=(field_name,),
-#             typenames=(f"gtype_{slug}",),
-#         )
-#     )
-
-#     _DYNAMIC_FIELD_NAMES.add(field_name)
-#     _clear_field_type_cache()
-
-#     return slug
 def _ensure_dynamic_group(label):
     if label in {"Parameter", "Parameters"}:
         slug = "default"

gallery2/sections/fiber-0002.ipynb

@@ -72,6 +72,16 @@ The following steps only need to be performed once to set up the development env
       might be ``./build/temp.linux-x86_64-cpython-39_local/``, where ``.`` refers
       to the directory that contains ``setup.py``.
 
+   b. After the configure step is complete, the following message should be printed to the terminal:
+
+      .. code-block:: shell
+
+         -- Build files have been written to: /home/facundo/repositories/xara/build/temp.linux-x86_64-cpython-313_release
+
+      This will build the C++ code and place the resulting shared library in the same directory as ``setup.py``. 
+      The name of the resulting shared library will depend on your operating system and Python version. 
+      For example, on Linux with Python 3.9, the file might be named ``OpenSeesRT.cpython-39-x86_64-linux-gnu.so``.
+
    b. Navigate into the build tree that was generated by the last step, and
       build the ``OpenSeesRT`` target to create ``libOpenSeesRT.so``:
 

gallery2/sections/fiber-0003.ipynb

@@ -3,37 +3,37 @@
 Bounding Cam Clay
 ^^^^^^^^^^^^^^^^^
 
-Code Developed by: |chris| and |pedro| U.Washington
 
 This command is used to construct a multi-dimensional bounding surface Cam Clay material after Borja et al. ([Borja2001]_).
 
-.. function:: nDMaterial BoundingCamClay $matTag $massDensity $C $bulkMod $OCR $mu_o $alpha $lambda $h $m
+.. tabs::
+
+   .. tab:: Tcl 
 
+      .. function:: nDMaterial BoundingCamClay $tag $density $C $K $OCR $mu_o $alpha $lambda $h $m
 
 
-.. csv-table:: 
-   :header: "Argument", "Type", "Description"
-   :widths: 10, 10, 40
+      .. csv-table:: 
+         :header: "Argument", "Type", "Description"
+         :widths: 10, 10, 40
 
-   $matTag, |integer|, tag identifying material
-   $massDensity, |float|, mass density
-   $C, |float|,	ellipsoidal axis ratio (defines shape of ellipsoidal loading/bounding surfaces)
-   $bulkMod, |float|, initial bulk modulus
-   $OCR, |float|, overconsolidation ratio
-   $mu_o, |float|, initial shear modulus
-   $alpha, |float|, pressure-dependency parameter for moduli (greater than or equal to zero)
-   $lambda, |float|, soil compressibility index for virgin loading
-   $h, |float|, hardening parameter for plastic response inside of bounding surface 
-   $m, |float|,	hardening parameter (exponent) for plastic response inside of bounding surface 
+         $tag, |integer|, tag identifying material
+         $density, |float|, mass density
+         $C, |float|,	ellipsoidal axis ratio (defines shape of ellipsoidal loading/bounding surfaces)
+         $K, |float|, initial bulk modulus :math:`\kappa`
+         $OCR, |float|, overconsolidation ratio
+         $mu_o, |float|, initial shear modulus
+         $alpha, |float|, pressure-dependency parameter for moduli (greater than or equal to zero)
+         $lambda, |float|, soil compressibility index for virgin loading
+         $h, |float|, hardening parameter for plastic response inside of bounding surface 
+         $m, |float|,	hardening parameter (exponent) for plastic response inside of bounding surface 
 
 
 .. note::
-   
-   The material formulations for the BoundingCamClay object are ``"ThreeDimensional"`` and ``"PlaneStrain"``
 
-   * If h = 0, no hardening
+   * If $h = 0$, no hardening
 
-   * If m = 0, only linear hardening
+   * If $m = 0$, only linear hardening
 
 
 General Information
@@ -46,13 +46,14 @@ The full theory of this model is discussed in great detail in Borja et al. (2001
 
 .. note::
 
-   * The ellipsoidal axis ratio parameter $C is defined such that the ellipsoidal surfaces are C times as wide in the deviatoric direction as they are along the hydrostatic axis. When $C = 1, the surfaces are spherical.
+   * The ellipsoidal axis ratio parameter ``C`` is defined such that the ellipsoidal surfaces are ``C`` times as wide in the deviatoric direction as they are along the hydrostatic axis. 
+     When ``C = 1``, the surfaces are spherical.
 
-   * The overconsolidation ratio (input parameter $OCR) defines the relationship between the loading surface and bounding surface. The radius of the bounding surface, R, is equal to the product of the OCR and the radius of the loading surface, r. When the soil is normally consolidated and $OCR = 1, the bounding and loading surfaces are coincident and virgin loading will occur.
+   * The overconsolidation ratio (input parameter ``OCR``) defines the relationship between the loading surface and bounding surface. The radius of the bounding surface, R, is equal to the product of the OCR and the radius of the loading surface, r. When the soil is normally consolidated and $OCR = 1, the bounding and loading surfaces are coincident and virgin loading will occur.
 
-   * When the hyperelastic pressure-dependency parameter (input parameter $alpha) is set to zero, the elastic shear modulus will be constant with a value equal to the initial shear modulus (input parameter $mu_o) and the deviatoric and volumetric responses are uncoupled in the elastic regime.
+   * When the hyperelastic pressure-dependency parameter (input parameter ``alpha``) is set to zero, the elastic shear modulus will be constant with a value equal to the initial shear modulus (input parameter $mu_o) and the deviatoric and volumetric responses are uncoupled in the elastic regime.
 
-   * The virgin compressibility parameter (input parameter $lambda) describes the relationship between the specific volume v = 1 + e and the logarithm of the mean effective stress (where e is the void ratio). This is is related to the compression index C_c that describes the relationship between the void ratio and the logarithm of the mean effective stress in consolidation testing.
+   * The virgin compressibility parameter (input parameter ``lambda``) describes the relationship between the specific volume v = 1 + e and the logarithm of the mean effective stress (where e is the void ratio). This is is related to the compression index C_c that describes the relationship between the void ratio and the logarithm of the mean effective stress in consolidation testing.
 
 Examples
 --------
@@ -79,7 +80,9 @@ The units of this analysis are kN and m, thus the prescribed initial shear modul
 References
 ----------
 
-.. [Borja2001] Borja, R.I., Lin, C.-H., and Montans, F.J. (2001) 'Cam-Clay plasticity, Part IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function,' Computer Methods in Applied Mechanics and Engineering, 190(26), 3293-3323, doi: 10.1016/S0045-7825(00)00301-7.
+.. [Borja2001] Borja, R.I., Lin, C.-H., and Montans, F.J. (2001) 'Cam-Clay plasticity, Part IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function,' Computer Methods in Applied Mechanics and Engineering, 190(26), 3293-3323, `doi: 10.1016/S0045-7825(00)00301-7 <https://doi.org/10.1016/S0045-7825(00)00301-7>`__.
 
 .. [Schofied-Wroth1968] Schofield, A. and Wroth, P. (1968) Critical State Soil Mechanics, McGraw Hill, New York.
 
+
+Code Developed by: |chris| and |pedro| U.Washington