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docs/_modules/weac/analysis/criteria_evaluator.html

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docs/_modules/weac/components/criteria_config.html

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@@ -257,53 +257,54 @@ <h1>Source code for weac.components.criteria_config</h1><div class="highlight"><
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</span><span id="line-50"><span class="sd"> Order of magnitude for stress envelope. Default is 1.0.</span>
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</span><span id="line-51"><span class="sd"> low_density_threshold_kg_m3 : float</span>
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</span><span id="line-52"><span class="sd"> Slab density threshold in kg/m^3 below which a layer is treated as weak snow</span>
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</span><span id="line-53"><span class="sd"> and counted as prone to tensile failure in the slab tensile criterion.</span>
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</span><span id="line-54"><span class="sd"> &quot;&quot;&quot;</span>
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</span><span id="line-55">
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</span><span id="line-56"> <span class="n">fn</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
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</span><span id="line-57"> <span class="n">default</span><span class="o">=</span><span class="mf">2.0</span><span class="p">,</span>
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</span><span id="line-58"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
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</span><span id="line-59"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Failure mode interaction exponent for normal stress (sigma)&quot;</span><span class="p">,</span>
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</span><span id="line-60"> <span class="p">)</span>
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</span><span id="line-61"> <span class="n">fm</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
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</span><span id="line-62"> <span class="n">default</span><span class="o">=</span><span class="mf">2.0</span><span class="p">,</span>
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</span><span id="line-63"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
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</span><span id="line-64"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Failure mode interaction exponent for shear stress (tau)&quot;</span><span class="p">,</span>
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</span><span id="line-65"> <span class="p">)</span>
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</span><span id="line-66"> <span class="n">gn</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
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</span><span id="line-67"> <span class="n">default</span><span class="o">=</span><span class="mi">1</span> <span class="o">/</span> <span class="mf">0.2</span><span class="p">,</span>
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</span><span id="line-68"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
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</span><span id="line-69"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Failure mode interaction exponent for closing energy release rate (G_I)&quot;</span><span class="p">,</span>
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</span><span id="line-70"> <span class="p">)</span>
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</span><span id="line-71"> <span class="n">gm</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
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</span><span id="line-72"> <span class="n">default</span><span class="o">=</span><span class="mi">1</span> <span class="o">/</span> <span class="mf">0.45</span><span class="p">,</span>
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</span><span id="line-73"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
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</span><span id="line-74"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Failure mode interaction exponent for shearing energy release rate (G_II)&quot;</span><span class="p">,</span>
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</span><span id="line-75"> <span class="p">)</span>
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</span><span id="line-76"> <span class="n">stress_envelope_method</span><span class="p">:</span> <span class="n">Literal</span><span class="p">[</span>
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</span><span id="line-77"> <span class="s2">&quot;adam_unpublished&quot;</span><span class="p">,</span> <span class="s2">&quot;schottner&quot;</span><span class="p">,</span> <span class="s2">&quot;mede_s-RG1&quot;</span><span class="p">,</span> <span class="s2">&quot;mede_s-RG2&quot;</span><span class="p">,</span> <span class="s2">&quot;mede_s-FCDH&quot;</span>
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</span><span id="line-78"> <span class="p">]</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
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</span><span id="line-79"> <span class="n">default</span><span class="o">=</span><span class="s2">&quot;adam_unpublished&quot;</span><span class="p">,</span>
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</span><span id="line-80"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Method to calculate the stress failure envelope&quot;</span><span class="p">,</span>
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</span><span id="line-81"> <span class="p">)</span>
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</span><span id="line-82"> <span class="n">scaling_factor</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
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</span><span id="line-83"> <span class="n">default</span><span class="o">=</span><span class="mi">1</span><span class="p">,</span>
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</span><span id="line-84"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
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</span><span id="line-85"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Scaling factor for stress envelope&quot;</span><span class="p">,</span>
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</span><span id="line-86"> <span class="p">)</span>
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</span><span id="line-87"> <span class="n">order_of_magnitude</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
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</span><span id="line-88"> <span class="n">default</span><span class="o">=</span><span class="mi">1</span><span class="p">,</span>
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</span><span id="line-89"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
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</span><span id="line-90"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Order of magnitude for stress envelope&quot;</span><span class="p">,</span>
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</span><span id="line-91"> <span class="p">)</span>
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</span><span id="line-92"> <span class="n">low_density_threshold_kg_m3</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
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</span><span id="line-93"> <span class="n">default</span><span class="o">=</span><span class="mi">100</span><span class="p">,</span>
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</span><span id="line-94"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
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</span><span id="line-95"> <span class="n">description</span><span class="o">=</span><span class="p">(</span>
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</span><span id="line-96"> <span class="s2">&quot;Slab density threshold in kg/m^3 below which a layer is treated as weak &quot;</span>
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</span><span id="line-97"> <span class="s2">&quot;snow in the slab tensile criterion&quot;</span>
305-
</span><span id="line-98"> <span class="p">),</span>
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</span><span id="line-99"> <span class="p">)</span></div>
260+
</span><span id="line-53"><span class="sd"> and excluded from the slab tensile criterion percentage when broken through</span>
261+
</span><span id="line-54"><span class="sd"> directional growth from above.</span>
262+
</span><span id="line-55"><span class="sd"> &quot;&quot;&quot;</span>
263+
</span><span id="line-56">
264+
</span><span id="line-57"> <span class="n">fn</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
265+
</span><span id="line-58"> <span class="n">default</span><span class="o">=</span><span class="mf">2.0</span><span class="p">,</span>
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</span><span id="line-59"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
267+
</span><span id="line-60"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Failure mode interaction exponent for normal stress (sigma)&quot;</span><span class="p">,</span>
268+
</span><span id="line-61"> <span class="p">)</span>
269+
</span><span id="line-62"> <span class="n">fm</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
270+
</span><span id="line-63"> <span class="n">default</span><span class="o">=</span><span class="mf">2.0</span><span class="p">,</span>
271+
</span><span id="line-64"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
272+
</span><span id="line-65"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Failure mode interaction exponent for shear stress (tau)&quot;</span><span class="p">,</span>
273+
</span><span id="line-66"> <span class="p">)</span>
274+
</span><span id="line-67"> <span class="n">gn</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
275+
</span><span id="line-68"> <span class="n">default</span><span class="o">=</span><span class="mi">1</span> <span class="o">/</span> <span class="mf">0.2</span><span class="p">,</span>
276+
</span><span id="line-69"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
277+
</span><span id="line-70"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Failure mode interaction exponent for closing energy release rate (G_I)&quot;</span><span class="p">,</span>
278+
</span><span id="line-71"> <span class="p">)</span>
279+
</span><span id="line-72"> <span class="n">gm</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
280+
</span><span id="line-73"> <span class="n">default</span><span class="o">=</span><span class="mi">1</span> <span class="o">/</span> <span class="mf">0.45</span><span class="p">,</span>
281+
</span><span id="line-74"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
282+
</span><span id="line-75"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Failure mode interaction exponent for shearing energy release rate (G_II)&quot;</span><span class="p">,</span>
283+
</span><span id="line-76"> <span class="p">)</span>
284+
</span><span id="line-77"> <span class="n">stress_envelope_method</span><span class="p">:</span> <span class="n">Literal</span><span class="p">[</span>
285+
</span><span id="line-78"> <span class="s2">&quot;adam_unpublished&quot;</span><span class="p">,</span> <span class="s2">&quot;schottner&quot;</span><span class="p">,</span> <span class="s2">&quot;mede_s-RG1&quot;</span><span class="p">,</span> <span class="s2">&quot;mede_s-RG2&quot;</span><span class="p">,</span> <span class="s2">&quot;mede_s-FCDH&quot;</span>
286+
</span><span id="line-79"> <span class="p">]</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
287+
</span><span id="line-80"> <span class="n">default</span><span class="o">=</span><span class="s2">&quot;adam_unpublished&quot;</span><span class="p">,</span>
288+
</span><span id="line-81"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Method to calculate the stress failure envelope&quot;</span><span class="p">,</span>
289+
</span><span id="line-82"> <span class="p">)</span>
290+
</span><span id="line-83"> <span class="n">scaling_factor</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
291+
</span><span id="line-84"> <span class="n">default</span><span class="o">=</span><span class="mi">1</span><span class="p">,</span>
292+
</span><span id="line-85"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
293+
</span><span id="line-86"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Scaling factor for stress envelope&quot;</span><span class="p">,</span>
294+
</span><span id="line-87"> <span class="p">)</span>
295+
</span><span id="line-88"> <span class="n">order_of_magnitude</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
296+
</span><span id="line-89"> <span class="n">default</span><span class="o">=</span><span class="mi">1</span><span class="p">,</span>
297+
</span><span id="line-90"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
298+
</span><span id="line-91"> <span class="n">description</span><span class="o">=</span><span class="s2">&quot;Order of magnitude for stress envelope&quot;</span><span class="p">,</span>
299+
</span><span id="line-92"> <span class="p">)</span>
300+
</span><span id="line-93"> <span class="n">low_density_threshold_kg_m3</span><span class="p">:</span> <span class="nb">float</span> <span class="o">=</span> <span class="n">Field</span><span class="p">(</span>
301+
</span><span id="line-94"> <span class="n">default</span><span class="o">=</span><span class="mi">100</span><span class="p">,</span>
302+
</span><span id="line-95"> <span class="n">gt</span><span class="o">=</span><span class="mi">0</span><span class="p">,</span>
303+
</span><span id="line-96"> <span class="n">description</span><span class="o">=</span><span class="p">(</span>
304+
</span><span id="line-97"> <span class="s2">&quot;Slab density threshold in kg/m^3 below which a layer is treated as weak &quot;</span>
305+
</span><span id="line-98"> <span class="s2">&quot;snow and conditionally excluded from the slab tensile criterion percentage&quot;</span>
306+
</span><span id="line-99"> <span class="p">),</span>
307+
</span><span id="line-100"> <span class="p">)</span></div>
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</span></code></pre></div>
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