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core/elements.html

@@ -292,7 +292,7 @@ <h2>Model classes<a class="headerlink" href="#model-classes" title="Link to this
 <dt class="field-odd">Parameters<span class="colon">:</span></dt>
 <dd class="field-odd"><ul class="simple">
 <li><p><strong>con</strong> (<a class="reference internal" href="constitutive.html#tacs.constitutive.PlaneStressConstitutive" title="tacs.constitutive.PlaneStressConstitutive"><em>PlaneStressConstitutive</em></a>) -- Material constitutive properties.</p></li>
-<li><p><strong>steady_flag</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#bool" title="(in Python v3.12)"><em>bool</em></a><em>, </em><em>optional</em>) -- Steady state flag. Defaults to False.</p></li>
+<li><p><strong>steady_flag</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#bool" title="(in Python v3.13)"><em>bool</em></a><em>, </em><em>optional</em>) -- Steady state flag. Defaults to False.</p></li>
 </ul>
 </dd>
 </dl>
@@ -311,7 +311,7 @@ <h2>Model classes<a class="headerlink" href="#model-classes" title="Link to this
 <dt class="field-odd">Parameters<span class="colon">:</span></dt>
 <dd class="field-odd"><ul class="simple">
 <li><p><strong>con</strong> (<a class="reference internal" href="constitutive.html#tacs.constitutive.SolidConstitutive" title="tacs.constitutive.SolidConstitutive"><em>SolidConstitutive</em></a>) -- Material constitutive properties.</p></li>
-<li><p><strong>steady_flag</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#bool" title="(in Python v3.12)"><em>bool</em></a><em>, </em><em>optional</em>) -- Steady state flag. Defaults to False.</p></li>
+<li><p><strong>steady_flag</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#bool" title="(in Python v3.13)"><em>bool</em></a><em>, </em><em>optional</em>) -- Steady state flag. Defaults to False.</p></li>
 </ul>
 </dd>
 </dl>
@@ -1105,8 +1105,8 @@ <h2>Element classes<a class="headerlink" href="#element-classes" title="Link to
 <dl class="field-list simple">
 <dt class="field-odd">Parameters<span class="colon">:</span></dt>
 <dd class="field-odd"><ul class="simple">
-<li><p><strong>num_nodes</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.12)"><em>int</em></a>) -- Total number of nodes associated with the element.</p></li>
-<li><p><strong>constrained_dofs</strong> (<a class="reference external" href="https://numpy.org/doc/stable/reference/generated/numpy.ndarray.html#numpy.ndarray" title="(in NumPy v2.1)"><em>numpy.ndarray</em></a><em>[</em><a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.12)"><em>int</em></a><em>]</em>) -- Flags to determine which
+<li><p><strong>num_nodes</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.13)"><em>int</em></a>) -- Total number of nodes associated with the element.</p></li>
+<li><p><strong>constrained_dofs</strong> (<a class="reference external" href="https://numpy.org/doc/stable/reference/generated/numpy.ndarray.html#numpy.ndarray" title="(in NumPy v2.1)"><em>numpy.ndarray</em></a><em>[</em><a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.13)"><em>int</em></a><em>]</em>) -- Flags to determine which
 dependent node dof's are attached to the element.</p></li>
 </ul>
 </dd>
@@ -1147,11 +1147,11 @@ <h2>Element classes<a class="headerlink" href="#element-classes" title="Link to
 <dl class="field-list simple">
 <dt class="field-odd">Parameters<span class="colon">:</span></dt>
 <dd class="field-odd"><ul class="simple">
-<li><p><strong>num_nodes</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.12)"><em>int</em></a>) -- Total number of nodes associated with the element.</p></li>
-<li><p><strong>dep_constrained_dofs</strong> (<a class="reference external" href="https://numpy.org/doc/stable/reference/generated/numpy.ndarray.html#numpy.ndarray" title="(in NumPy v2.1)"><em>numpy.ndarray</em></a><em>[</em><a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.12)"><em>int</em></a><em>]</em>) -- Flags to determine which
+<li><p><strong>num_nodes</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.13)"><em>int</em></a>) -- Total number of nodes associated with the element.</p></li>
+<li><p><strong>dep_constrained_dofs</strong> (<a class="reference external" href="https://numpy.org/doc/stable/reference/generated/numpy.ndarray.html#numpy.ndarray" title="(in NumPy v2.1)"><em>numpy.ndarray</em></a><em>[</em><a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.13)"><em>int</em></a><em>]</em>) -- Flags to determine which
 dependent node dof's are attached to the eleemnt.</p></li>
-<li><p><strong>weights</strong> (<a class="reference external" href="https://numpy.org/doc/stable/reference/generated/numpy.ndarray.html#numpy.ndarray" title="(in NumPy v2.1)"><em>numpy.ndarray</em></a><em>[</em><a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.12)"><em>float</em></a><em>]</em>) -- RBE weighting factor for each independent node.</p></li>
-<li><p><strong>indep_constrained_dofs</strong> (<a class="reference external" href="https://numpy.org/doc/stable/reference/generated/numpy.ndarray.html#numpy.ndarray" title="(in NumPy v2.1)"><em>numpy.ndarray</em></a><em>[</em><a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.12)"><em>int</em></a><em>]</em>) -- Flags to determine which
+<li><p><strong>weights</strong> (<a class="reference external" href="https://numpy.org/doc/stable/reference/generated/numpy.ndarray.html#numpy.ndarray" title="(in NumPy v2.1)"><em>numpy.ndarray</em></a><em>[</em><a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.13)"><em>float</em></a><em>]</em>) -- RBE weighting factor for each independent node.</p></li>
+<li><p><strong>indep_constrained_dofs</strong> (<a class="reference external" href="https://numpy.org/doc/stable/reference/generated/numpy.ndarray.html#numpy.ndarray" title="(in NumPy v2.1)"><em>numpy.ndarray</em></a><em>[</em><a class="reference external" href="https://docs.python.org/3/library/functions.html#int" title="(in Python v3.13)"><em>int</em></a><em>]</em>) -- Flags to determine which
 independent node dof's are attached to the element.</p></li>
 </ul>
 </dd>

core/functions.html

@@ -53,7 +53,7 @@ <h1>functions module<a class="headerlink" href="#functions-module" title="Link t
 <dt class="field-odd">Parameters<span class="colon">:</span></dt>
 <dd class="field-odd"><ul class="simple">
 <li><p><strong>assembler</strong> (<a class="reference internal" href="TACS.html#TACS.Assembler" title="TACS.Assembler"><em>Assembler</em></a>) -- TACS Assembler object that will evaluating this function.</p></li>
-<li><p><strong>volume</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.12)"><em>float</em></a><em>, </em><em>optional</em>) -- Normalization factor used in averaging process. Defaults to 1.0.</p></li>
+<li><p><strong>volume</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.13)"><em>float</em></a><em>, </em><em>optional</em>) -- Normalization factor used in averaging process. Defaults to 1.0.</p></li>
 </ul>
 </dd>
 </dl>
@@ -126,10 +126,10 @@ <h1>functions module<a class="headerlink" href="#functions-module" title="Link t
 <dt class="field-odd">Parameters<span class="colon">:</span></dt>
 <dd class="field-odd"><ul class="simple">
 <li><p><strong>assembler</strong> (<a class="reference internal" href="TACS.html#TACS.Assembler" title="TACS.Assembler"><em>Assembler</em></a>) -- TACS Assembler object that will evaluating this function.</p></li>
-<li><p><strong>ksWeight</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.12)"><em>float</em></a><em>, </em><em>optional</em>) -- The ks weight used in the calculation (keyword argument). Defaults to 80.0.</p></li>
+<li><p><strong>ksWeight</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.13)"><em>float</em></a><em>, </em><em>optional</em>) -- The ks weight used in the calculation (keyword argument). Defaults to 80.0.</p></li>
 <li><p><strong>direction</strong> (<em>array-like</em><em>[</em><em>double</em><em>]</em><em>, </em><em>optional</em>) -- 3d vector specifying which direction to project displacements in for KS aggregation (keyword argument).
 Defaults to [0.0, 0.0, 0.0].</p></li>
-<li><p><strong>ftype</strong> (<a class="reference external" href="https://docs.python.org/3/library/stdtypes.html#str" title="(in Python v3.12)"><em>str</em></a><em>, </em><em>optional</em>) -- The type of KS aggregation to be used (keyword argument).
+<li><p><strong>ftype</strong> (<a class="reference external" href="https://docs.python.org/3/library/stdtypes.html#str" title="(in Python v3.13)"><em>str</em></a><em>, </em><em>optional</em>) -- The type of KS aggregation to be used (keyword argument).
 Accepted inputs are: 'discrete', 'continuous', 'pnorm-discrete', and 'pnorm-continuous'.
 Case-insensitive, defaults to 'continuous'.</p></li>
 </ul>
@@ -156,9 +156,9 @@ <h1>functions module<a class="headerlink" href="#functions-module" title="Link t
 <dt class="field-odd">Parameters<span class="colon">:</span></dt>
 <dd class="field-odd"><ul class="simple">
 <li><p><strong>assembler</strong> (<a class="reference internal" href="TACS.html#TACS.Assembler" title="TACS.Assembler"><em>Assembler</em></a>) -- TACS Assembler object that will evaluating this function.</p></li>
-<li><p><strong>ksWeight</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.12)"><em>float</em></a><em>, </em><em>optional</em>) -- The ks weight used in the calculation (keyword argument). Defaults to 80.0.</p></li>
-<li><p><strong>safetyFactor</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.12)"><em>float</em></a><em>, </em><em>optional</em>) -- The safety factor to apply to loads before computing the failure (keyword argument). Defaults to 1.0.</p></li>
-<li><p><strong>ftype</strong> (<a class="reference external" href="https://docs.python.org/3/library/stdtypes.html#str" title="(in Python v3.12)"><em>str</em></a><em>, </em><em>optional</em>) -- The type of KS aggregation to be used (keyword argument).
+<li><p><strong>ksWeight</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.13)"><em>float</em></a><em>, </em><em>optional</em>) -- The ks weight used in the calculation (keyword argument). Defaults to 80.0.</p></li>
+<li><p><strong>safetyFactor</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.13)"><em>float</em></a><em>, </em><em>optional</em>) -- The safety factor to apply to loads before computing the failure (keyword argument). Defaults to 1.0.</p></li>
+<li><p><strong>ftype</strong> (<a class="reference external" href="https://docs.python.org/3/library/stdtypes.html#str" title="(in Python v3.13)"><em>str</em></a><em>, </em><em>optional</em>) -- The type of KS aggregation to be used (keyword argument).
 Accepted inputs are: 'discrete', 'continuous', 'pnorm-discrete', and 'pnorm-continuous'.
 Case-insensitive, defaults to 'continuous'.</p></li>
 </ul>
@@ -179,8 +179,8 @@ <h1>functions module<a class="headerlink" href="#functions-module" title="Link t
 <dt class="field-odd">Parameters<span class="colon">:</span></dt>
 <dd class="field-odd"><ul class="simple">
 <li><p><strong>assembler</strong> (<a class="reference internal" href="TACS.html#TACS.Assembler" title="TACS.Assembler"><em>Assembler</em></a>) -- TACS Assembler object that will evaluating this function.</p></li>
-<li><p><strong>ksWeight</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.12)"><em>float</em></a><em>, </em><em>optional</em>) -- The ks weight used in the calculation (keyword argument). Defaults to 80.0.</p></li>
-<li><p><strong>ftype</strong> (<a class="reference external" href="https://docs.python.org/3/library/stdtypes.html#str" title="(in Python v3.12)"><em>str</em></a><em>, </em><em>optional</em>) -- The type of KS aggregation to be used (keyword argument).
+<li><p><strong>ksWeight</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#float" title="(in Python v3.13)"><em>float</em></a><em>, </em><em>optional</em>) -- The ks weight used in the calculation (keyword argument). Defaults to 80.0.</p></li>
+<li><p><strong>ftype</strong> (<a class="reference external" href="https://docs.python.org/3/library/stdtypes.html#str" title="(in Python v3.13)"><em>str</em></a><em>, </em><em>optional</em>) -- The type of KS aggregation to be used (keyword argument).
 Accepted inputs are: 'discrete', 'continuous', 'pnorm-discrete', and 'pnorm-continuous'.
 Case-insensitive, defaults to 'continuous'.</p></li>
 </ul>
@@ -226,7 +226,7 @@ <h1>functions module<a class="headerlink" href="#functions-module" title="Link t
 Defaults to [0.0, 0.0, 0.0].</p></li>
 <li><p><strong>direction2</strong> (<em>array-like</em><em>[</em><em>double</em><em>]</em><em>, </em><em>optional</em>) -- 3d vector specifying second direction to project moment of inertia tensor onto (keyword argument).
 Defaults to [0.0, 0.0, 0.0].</p></li>
-<li><p><strong>aboutCM</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#bool" title="(in Python v3.12)"><em>bool</em></a>) -- Flag specifying whether moment of inertia should be taken
+<li><p><strong>aboutCM</strong> (<a class="reference external" href="https://docs.python.org/3/library/functions.html#bool" title="(in Python v3.13)"><em>bool</em></a>) -- Flag specifying whether moment of inertia should be taken
 about origin (False) or center of mass (True) (keyword argument). Defaults to False.</p></li>
 </ul>
 </dd>