Update generated code for DPF 261_daily on main

doc/source/_static/dpf_operators.html

@@ -15102,7 +15102,8 @@ <h2>LaTeX</h2>
 </div></td></tr></tbody></table><table class="pin-box"><tbody><tr><td><pin-number-optional n="6" ellipsis = "false"></pin-number-optional></td><td><pin-name name="spoint"></pin-name></td><td><req-type typeName="(field | fields_container)"></req-type></td><td><div class = "pin-des-text"><p>Field or fields container of the coordinates of the point used for moment summations. Defaults to (0,0,0).</p>
 </div></td></tr></tbody></table><table class="pin-box"><tbody><tr><td><pin-number-optional n="7" ellipsis = "false"></pin-number-optional></td><td><pin-name name="abs_rel_key"></pin-name></td><td><req-type typeName="(int32)"></req-type></td><td><div class = "pin-des-text"><p>Key to select the type of response: 0 for relative response (default) or 1 for absolute response.</p>
 </div></td></tr></tbody></table><table class="pin-box"><tbody><tr><td><pin-number-optional n="8" ellipsis = "false"></pin-number-optional></td><td><pin-name name="signif"></pin-name></td><td><req-type typeName="(double)"></req-type></td><td><div class = "pin-des-text"><p>Significance threshold, defaults to 0.0001. Any mode with a significance level above this value will be included in the combination.The significance level is defined as the modal covariance matrix term, divided by the maximum modal covariance matrix term.</p>
-</div></td></tr></tbody></table></div><h2 class="op-des-h2">Outputs</h2><div><table class="pin-box"><tbody><tr><td><pin-number n="1" ellipsis = "false"></pin-number></td><td><pin-name name="moment_accumulation"></pin-name></td><td><req-type typeName="(fields_container)"></req-type></td><td><div class = "pin-des-text"><p>Returns the sum of moments for the 1-sigma displacement solution on the scoped nodes/elements.</p>
+</div></td></tr></tbody></table></div><h2 class="op-des-h2">Outputs</h2><div><table class="pin-box"><tbody><tr><td><pin-number n="0" ellipsis = "false"></pin-number></td><td><pin-name name="force_accumulation"></pin-name></td><td><req-type typeName="(fields_container)"></req-type></td><td><div class = "pin-des-text"><p>Returns the sum of forces for the 1-sigma displacement solution on the scoped nodes/elements.</p>
+</div></td></tr></tbody></table><table class="pin-box"><tbody><tr><td><pin-number n="1" ellipsis = "false"></pin-number></td><td><pin-name name="moment_accumulation"></pin-name></td><td><req-type typeName="(fields_container)"></req-type></td><td><div class = "pin-des-text"><p>Returns the sum of moments for the 1-sigma displacement solution on the scoped nodes/elements.</p>
 </div></td></tr></tbody></table><table class="pin-box"><tbody><tr><td><pin-number n="10" ellipsis = "false"></pin-number></td><td><pin-name name="forces_on_nodes"></pin-name></td><td><req-type typeName="(fields_container)"></req-type></td><td><div class = "pin-des-text"><p>Returns the nodal forces for the 1-sigma displacement solution on the scoped nodes/elements.</p>
 </div></td></tr></tbody></table><table class="pin-box"><tbody><tr><td><pin-number n="11" ellipsis = "false"></pin-number></td><td><pin-name name="moments_on_nodes"></pin-name></td><td><req-type typeName="(fields_container)"></req-type></td><td><div class = "pin-des-text"><p>Returns the nodal moments for the 1-sigma displacement solution on the scoped nodes/elements.</p>
 </div></td></tr></tbody></table></div><h2 class="op-des-h2">Configurations</h2><config-spec name="mutex" default="false" doc="If this option is set to true, the shared memory is prevented from being simultaneously accessed by multiple threads." types="bool" ></config-spec><h2 class="op-des-h2">Scripting</h2><scripting-part scripting_name="force_summation_psd" license="any_dpf_supported_increments" cat="averaging" plugin="core" cpp-name="force_summation_psd"></scripting-part><h2 class="op-des-h2">Changelog</h2><op-changelog content='{"0.0.0":"New","0.1.0":"Scopings container supported on pins 1 and 2. Fields container supported on pin 6.","0.1.1":"Contact elements are now excluded from the summation."}'></op-changelog></div><div class="operator" id="euler load buckling" scripting_name="euler_load_buckling"plugin="core"cat="result"><h1 class="op-des-h1">result: euler load buckling</h1><figure class="figure-op-des"> <figcaption > Description  </figcaption><div class = "figure-op-des-text"><p>Computing Euler's Critical Load. Formula: Ncr = n<em>E</em>I<em>pi</em>pi /(L*L)</p>

src/ansys/dpf/core/operators/averaging/force_summation_psd.py

@@ -49,6 +49,8 @@ class force_summation_psd(Operator):
 
     Outputs
     -------
+    force_accumulation: FieldsContainer
+        Returns the sum of forces for the 1-sigma displacement solution on the scoped nodes/elements.
     moment_accumulation: FieldsContainer
         Returns the sum of moments for the 1-sigma displacement solution on the scoped nodes/elements.
     forces_on_nodes: FieldsContainer
@@ -91,6 +93,7 @@ class force_summation_psd(Operator):
     ... )
 
     >>> # Get output data
+    >>> result_force_accumulation = op.outputs.force_accumulation()
     >>> result_moment_accumulation = op.outputs.moment_accumulation()
     >>> result_forces_on_nodes = op.outputs.forces_on_nodes()
     >>> result_moments_on_nodes = op.outputs.moments_on_nodes()
@@ -183,6 +186,12 @@ def _spec() -> Specification:
                 ),
             },
             map_output_pin_spec={
+                0: PinSpecification(
+                    name="force_accumulation",
+                    type_names=["fields_container"],
+                    optional=False,
+                    document=r"""Returns the sum of forces for the 1-sigma displacement solution on the scoped nodes/elements.""",
+                ),
                 1: PinSpecification(
                     name="moment_accumulation",
                     type_names=["fields_container"],
@@ -461,13 +470,18 @@ class OutputsForceSummationPsd(_Outputs):
     >>> from ansys.dpf import core as dpf
     >>> op = dpf.operators.averaging.force_summation_psd()
     >>> # Connect inputs : op.inputs. ...
+    >>> result_force_accumulation = op.outputs.force_accumulation()
     >>> result_moment_accumulation = op.outputs.moment_accumulation()
     >>> result_forces_on_nodes = op.outputs.forces_on_nodes()
     >>> result_moments_on_nodes = op.outputs.moments_on_nodes()
     """
 
     def __init__(self, op: Operator):
         super().__init__(force_summation_psd._spec().outputs, op)
+        self._force_accumulation: Output[FieldsContainer] = Output(
+            force_summation_psd._spec().output_pin(0), 0, op
+        )
+        self._outputs.append(self._force_accumulation)
         self._moment_accumulation: Output[FieldsContainer] = Output(
             force_summation_psd._spec().output_pin(1), 1, op
         )
@@ -481,6 +495,26 @@ def __init__(self, op: Operator):
         )
         self._outputs.append(self._moments_on_nodes)
 
+    @property
+    def force_accumulation(self) -> Output[FieldsContainer]:
+        r"""Allows to get force_accumulation output of the operator
+
+        Returns the sum of forces for the 1-sigma displacement solution on the scoped nodes/elements.
+
+        Returns
+        -------
+        output:
+            An Output instance for this pin.
+
+        Examples
+        --------
+        >>> from ansys.dpf import core as dpf
+        >>> op = dpf.operators.averaging.force_summation_psd()
+        >>> # Get the output from op.outputs. ...
+        >>> result_force_accumulation = op.outputs.force_accumulation()
+        """
+        return self._force_accumulation
+
     @property
     def moment_accumulation(self) -> Output[FieldsContainer]:
         r"""Allows to get moment_accumulation output of the operator