members_in_linear_compression_bending_not_certified#

Autogenerated DPF operator classes.

class ansys.dpf.core.operators.result.members_in_linear_compression_bending_not_certified.members_in_linear_compression_bending_not_certified(time_scoping=None, field_yield_strength=None, field_end_condition=None, streams=None, data_sources=None, manufacture=None, partial_factor=None, mesh=None, bending_moment_y=None, bending_moment_z=None, axial_force=None, class_cross_section=None, fabrication_type=None, config=None, server=None)#

This operator is a non-certified example of buckling resistance verification for the compression and bending members for Class I, 2 and 3 cross-sections. It is only provided as an example if you want to develop your own compute norm operator. This norm is linear summation of the utilization ratios of compression members and bending members. The results computed by this beta operator have not been certified by ANSYS. ANSYS declines all responsibility for the use of this operator.

Parameters:

time_scoping (Scoping or int, optional) –
field_yield_strength (Field) – This pin contains field of beam’s yield strength defined by the user.
field_end_condition (DataSources or Field, optional) – This pin contains file csv or field of beam’s end condition defined by the user. if no input at this pin found, it would take end conditions value of all beams as 1
streams (StreamsContainer, optional) – result file container allowed to be kept open to cache data.
data_sources (DataSources, optional) – Result file path container, used if no streams are set.
manufacture (bool, optional) – Manufacturing processus:hot finished if true or cold formed if false. default value : hot finished.
partial_factor (float, optional) – Partial factor for resistance of members to instability assessed by member checks. default value: 1.0
mesh (MeshedRegion) – mesh containing beam’s properties defined by user
bending_moment_y (FieldsContainer) – Fields container of bending moment on axis y defined by user
bending_moment_z (FieldsContainer) – Fields container of bending moment on axis z defined by user
axial_force (FieldsContainer) – Fields container of axial force defined by user
class_cross_section (bool) – Selection for a cross-section. true: class 1 or 2 cross-sections. false: class 3 cross section. if the user defines the cross section as class 1 or 2, the section modulus would be plastic section modulus. if it’s class 3- cross section,the section modulus would be elastic section modulus
fabrication_type (bool, optional) – Selection of fabrication’s type if there are beams i in the structure. true: rolled section, false: welded section. default: rolled section.

Returns:

buckling_resistance_linear_summation_utilization_ratios – Linear summation of the utilization ratios in all members submitted under a combination of both bending and compression. these factors should be less than 1 and positive.

Return type:

FieldsContainer

Examples

>>> from ansys.dpf import core as dpf

>>> # Instantiate operator
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()

>>> # Make input connections
>>> my_time_scoping = dpf.Scoping()
>>> op.inputs.time_scoping.connect(my_time_scoping)
>>> my_field_yield_strength = dpf.Field()
>>> op.inputs.field_yield_strength.connect(my_field_yield_strength)
>>> my_field_end_condition = dpf.DataSources()
>>> op.inputs.field_end_condition.connect(my_field_end_condition)
>>> my_streams = dpf.StreamsContainer()
>>> op.inputs.streams.connect(my_streams)
>>> my_data_sources = dpf.DataSources()
>>> op.inputs.data_sources.connect(my_data_sources)
>>> my_manufacture = bool()
>>> op.inputs.manufacture.connect(my_manufacture)
>>> my_partial_factor = float()
>>> op.inputs.partial_factor.connect(my_partial_factor)
>>> my_mesh = dpf.MeshedRegion()
>>> op.inputs.mesh.connect(my_mesh)
>>> my_bending_moment_y = dpf.FieldsContainer()
>>> op.inputs.bending_moment_y.connect(my_bending_moment_y)
>>> my_bending_moment_z = dpf.FieldsContainer()
>>> op.inputs.bending_moment_z.connect(my_bending_moment_z)
>>> my_axial_force = dpf.FieldsContainer()
>>> op.inputs.axial_force.connect(my_axial_force)
>>> my_class_cross_section = bool()
>>> op.inputs.class_cross_section.connect(my_class_cross_section)
>>> my_fabrication_type = bool()
>>> op.inputs.fabrication_type.connect(my_fabrication_type)

>>> # Instantiate operator and connect inputs in one line
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified(
...     time_scoping=my_time_scoping,
...     field_yield_strength=my_field_yield_strength,
...     field_end_condition=my_field_end_condition,
...     streams=my_streams,
...     data_sources=my_data_sources,
...     manufacture=my_manufacture,
...     partial_factor=my_partial_factor,
...     mesh=my_mesh,
...     bending_moment_y=my_bending_moment_y,
...     bending_moment_z=my_bending_moment_z,
...     axial_force=my_axial_force,
...     class_cross_section=my_class_cross_section,
...     fabrication_type=my_fabrication_type,
... )

>>> # Get output data
>>> result_buckling_resistance_linear_summation_utilization_ratios = op.outputs.buckling_resistance_linear_summation_utilization_ratios()

static default_config(server=None)#

Returns the default config of the operator.

This config can then be changed to the user needs and be used to instantiate the operator. The Configuration allows to customize how the operation will be processed by the operator.

Parameters:: server (server.DPFServer, optional) – Server with channel connected to the remote or local instance. When None, attempts to use the global server.

property inputs#

Enables to connect inputs to the operator

Returns:: inputs
Return type:: InputsMembersInLinearCompressionBendingNotCertified

property outputs#

Enables to get outputs of the operator by evaluating it

Returns:: outputs
Return type:: OutputsMembersInLinearCompressionBendingNotCertified

property config#

Copy of the operator’s current configuration.

You can modify the copy of the configuration and then use operator.config = new_config or instantiate an operator with the new configuration as a parameter.

For information on an operator’s options, see the documentation for that operator.

Returns:: Copy of the operator’s current configuration.
Return type:: ansys.dpf.core.config.Config

Examples

Modify the copy of an operator’s configuration and set it as current config of the operator.

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.math.add()
>>> config_add = op.config
>>> config_add.set_work_by_index_option(True)
>>> op.config = config_add

connect(pin, inpt, pin_out=0)#

Connect an input on the operator using a pin number.

Parameters:

pin (int) – Number of the input pin.
inpt (str, int, double, bool, list[int], list[float], Field, FieldsContainer, Scoping,) –
ScopingsContainer – Operator, os.PathLike Object to connect to.
MeshedRegion – Operator, os.PathLike Object to connect to.
MeshesContainer – Operator, os.PathLike Object to connect to.
DataSources – Operator, os.PathLike Object to connect to.
CyclicSupport – Operator, os.PathLike Object to connect to.
dict – Operator, os.PathLike Object to connect to.
Outputs – Operator, os.PathLike Object to connect to.
pin_out (int, optional) – If the input is an operator, the output pin of the input operator. The default is 0.

Examples

Compute the minimum of displacement by chaining the "U" and "min_max_fc" operators.

>>> from ansys.dpf import core as dpf
>>> from ansys.dpf.core import examples
>>> data_src = dpf.DataSources(examples.find_multishells_rst())
>>> disp_op = dpf.operators.result.displacement()
>>> disp_op.inputs.data_sources(data_src)
>>> max_fc_op = dpf.operators.min_max.min_max_fc()
>>> max_fc_op.inputs.connect(disp_op.outputs)
>>> max_field = max_fc_op.outputs.field_max()
>>> max_field.data
DPFArray([[0.59428386, 0.00201751, 0.0006032 ]]...

connect_operator_as_input(pin, op)#: Connects an operator as an input on a pin. :type pin: :param pin: Number of the output pin. The default is 0. :type pin: int :type op: :param op: Requested type of the output. The default is None. :type op: ansys.dpf.core.dpf_operator.Operator

eval(pin=None)#

Evaluate this operator.

Parameters:: pin (int) – Number of the output pin. The default is None.
Returns:: output – Returns the first output of the operator by default and the output of a given pin when specified. Or, it only evaluates the operator without output.
Return type:: FieldsContainer, Field, MeshedRegion, Scoping

Examples

Use the eval method.

>>> from ansys.dpf import core as dpf
>>> import ansys.dpf.core.operators.math as math
>>> from ansys.dpf.core import examples
>>> data_src = dpf.DataSources(examples.find_multishells_rst())
>>> disp_op = dpf.operators.result.displacement()
>>> disp_op.inputs.data_sources(data_src)
>>> normfc = math.norm_fc(disp_op).eval()

get_output(pin=0, output_type=None)#

Retrieve the output of the operator on the pin number.

To activate the progress bar for server version higher or equal to 3.0, use my_op.progress_bar=True

Parameters:

pin (int, optional) – Number of the output pin. The default is 0.
output_type (ansys.dpf.core.common.types, type, optional) – Requested type of the output. The default is None.

Returns:

Output of the operator.

Return type:

type

static operator_specification(op_name, server=None)#: Documents an Operator with its description (what the Operator does), its inputs and outputs and some properties

property progress_bar: bool#: With this property, the user can choose to print a progress bar when the operator’s output is requested, default is False

run()#: Evaluate this operator.

property specification#

Returns the Specification (or documentation) of this Operator

Return type:: Specification

class ansys.dpf.core.operators.result.members_in_linear_compression_bending_not_certified.InputsMembersInLinearCompressionBendingNotCertified(op: ansys.dpf.core.dpf_operator.Operator)#

Intermediate class used to connect user inputs to members_in_linear_compression_bending_not_certified operator.

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> my_time_scoping = dpf.Scoping()
>>> op.inputs.time_scoping.connect(my_time_scoping)
>>> my_field_yield_strength = dpf.Field()
>>> op.inputs.field_yield_strength.connect(my_field_yield_strength)
>>> my_field_end_condition = dpf.DataSources()
>>> op.inputs.field_end_condition.connect(my_field_end_condition)
>>> my_streams = dpf.StreamsContainer()
>>> op.inputs.streams.connect(my_streams)
>>> my_data_sources = dpf.DataSources()
>>> op.inputs.data_sources.connect(my_data_sources)
>>> my_manufacture = bool()
>>> op.inputs.manufacture.connect(my_manufacture)
>>> my_partial_factor = float()
>>> op.inputs.partial_factor.connect(my_partial_factor)
>>> my_mesh = dpf.MeshedRegion()
>>> op.inputs.mesh.connect(my_mesh)
>>> my_bending_moment_y = dpf.FieldsContainer()
>>> op.inputs.bending_moment_y.connect(my_bending_moment_y)
>>> my_bending_moment_z = dpf.FieldsContainer()
>>> op.inputs.bending_moment_z.connect(my_bending_moment_z)
>>> my_axial_force = dpf.FieldsContainer()
>>> op.inputs.axial_force.connect(my_axial_force)
>>> my_class_cross_section = bool()
>>> op.inputs.class_cross_section.connect(my_class_cross_section)
>>> my_fabrication_type = bool()
>>> op.inputs.fabrication_type.connect(my_fabrication_type)

property time_scoping#

Allows to connect time_scoping input to the operator.

Parameters:: my_time_scoping (Scoping or int) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.time_scoping.connect(my_time_scoping)
>>> # or
>>> op.inputs.time_scoping(my_time_scoping)

property field_yield_strength#

Allows to connect field_yield_strength input to the operator.

This pin contains field of beam’s yield strength defined by the user.

Parameters:: my_field_yield_strength (Field) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.field_yield_strength.connect(my_field_yield_strength)
>>> # or
>>> op.inputs.field_yield_strength(my_field_yield_strength)

property field_end_condition#

Allows to connect field_end_condition input to the operator.

This pin contains file csv or field of beam’s end condition defined by the user. if no input at this pin found, it would take end conditions value of all beams as 1

Parameters:: my_field_end_condition (DataSources or Field) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.field_end_condition.connect(my_field_end_condition)
>>> # or
>>> op.inputs.field_end_condition(my_field_end_condition)

property streams#

Allows to connect streams input to the operator.

result file container allowed to be kept open to cache data.

Parameters:: my_streams (StreamsContainer) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.streams.connect(my_streams)
>>> # or
>>> op.inputs.streams(my_streams)

property data_sources#

Allows to connect data_sources input to the operator.

Result file path container, used if no streams are set.

Parameters:: my_data_sources (DataSources) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.data_sources.connect(my_data_sources)
>>> # or
>>> op.inputs.data_sources(my_data_sources)

property manufacture#

Allows to connect manufacture input to the operator.

Manufacturing processus:hot finished if true or cold formed if false. default value : hot finished.

Parameters:: my_manufacture (bool) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.manufacture.connect(my_manufacture)
>>> # or
>>> op.inputs.manufacture(my_manufacture)

property partial_factor#

Allows to connect partial_factor input to the operator.

Partial factor for resistance of members to instability assessed by member checks. default value: 1.0

Parameters:: my_partial_factor (float) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.partial_factor.connect(my_partial_factor)
>>> # or
>>> op.inputs.partial_factor(my_partial_factor)

property mesh#

Allows to connect mesh input to the operator.

mesh containing beam’s properties defined by user

Parameters:: my_mesh (MeshedRegion) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.mesh.connect(my_mesh)
>>> # or
>>> op.inputs.mesh(my_mesh)

property bending_moment_y#

Allows to connect bending_moment_y input to the operator.

Fields container of bending moment on axis y defined by user

Parameters:: my_bending_moment_y (FieldsContainer) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.bending_moment_y.connect(my_bending_moment_y)
>>> # or
>>> op.inputs.bending_moment_y(my_bending_moment_y)

property bending_moment_z#

Allows to connect bending_moment_z input to the operator.

Fields container of bending moment on axis z defined by user

Parameters:: my_bending_moment_z (FieldsContainer) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.bending_moment_z.connect(my_bending_moment_z)
>>> # or
>>> op.inputs.bending_moment_z(my_bending_moment_z)

property axial_force#

Allows to connect axial_force input to the operator.

Fields container of axial force defined by user

Parameters:: my_axial_force (FieldsContainer) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.axial_force.connect(my_axial_force)
>>> # or
>>> op.inputs.axial_force(my_axial_force)

property class_cross_section#

Allows to connect class_cross_section input to the operator.

Selection for a cross-section. true: class 1 or 2 cross-sections. false: class 3 cross section. if the user defines the cross section as class 1 or 2, the section modulus would be plastic section modulus. if it’s class 3- cross section,the section modulus would be elastic section modulus

Parameters:: my_class_cross_section (bool) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.class_cross_section.connect(my_class_cross_section)
>>> # or
>>> op.inputs.class_cross_section(my_class_cross_section)

property fabrication_type#

Allows to connect fabrication_type input to the operator.

Selection of fabrication’s type if there are beams i in the structure. true: rolled section, false: welded section. default: rolled section.

Parameters:: my_fabrication_type (bool) –

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> op.inputs.fabrication_type.connect(my_fabrication_type)
>>> # or
>>> op.inputs.fabrication_type(my_fabrication_type)

connect(inpt)#

Connect any input (an entity or an operator output) to any input pin of this operator. Searches for the input type corresponding to the output.

Parameters:

inpt (str, int, double, bool, list[int], list[float], Field, FieldsContainer, Scoping,) –
ScopingsContainer (E501) – Input of the operator.
MeshedRegion (E501) – Input of the operator.
MeshesContainer (E501) – Input of the operator.
DataSources (E501) – Input of the operator.
CyclicSupport (E501) – Input of the operator.
Outputs (E501) – Input of the operator.
noqa (os.PathLike #) – Input of the operator.

class ansys.dpf.core.operators.result.members_in_linear_compression_bending_not_certified.OutputsMembersInLinearCompressionBendingNotCertified(op: ansys.dpf.core.dpf_operator.Operator)#

Intermediate class used to get outputs from members_in_linear_compression_bending_not_certified operator.

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> # Connect inputs : op.inputs. ...
>>> result_buckling_resistance_linear_summation_utilization_ratios = op.outputs.buckling_resistance_linear_summation_utilization_ratios()

property buckling_resistance_linear_summation_utilization_ratios#

Allows to get buckling_resistance_linear_summation_utilization_ratios output of the operator

Returns:: my_buckling_resistance_linear_summation_utilization_ratios
Return type:: FieldsContainer

Examples

>>> from ansys.dpf import core as dpf
>>> op = dpf.operators.result.members_in_linear_compression_bending_not_certified()
>>> # Connect inputs : op.inputs. ...
>>> result_buckling_resistance_linear_summation_utilization_ratios = op.outputs.buckling_resistance_linear_summation_utilization_ratios()