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DPF Mechanical 2026 R1

members_in_bending_not_certified class

Last update: 18.06.2026

Namespace: Ans.DataProcessing.operators.result

Summary

This operator is a non-certified example of buckling resistance verification for the bending members. It is only provided as an example if you want to develop your own compute norm operator. The results computed by this beta operator have not been certified by ANSYS. ANSYS declines all responsibility for the use of this operator. HATS Beam and irregular beams (unequal I-Beam, not-square Channel-Beam, not-square Angle L-beam, unequal hollow rectangular beam) not supported.

available inputs: time_scoping (Scoping, IList int, Int32, System.Collections.IEnumerable) (optional), field_yield_strength (Field), class_cross_section (bool), streams (StreamsContainer) (optional), data_sources (DataSources) (optional), partial_factor (double), mesh (MeshedRegion), bending_moment_y (FieldsContainer), bending_moment_z (FieldsContainer)

available outputs: buckling_resistance_bending_yy (FieldsContainer), buckling_resistance_bending_zz (FieldsContainer)

Example

op = members_in_bending_not_certified()

op = members_in_bending_not_certified(time_scoping=my_time_scoping,field_yield_strength=my_field_yield_strength,class_cross_section=my_class_cross_section,streams=my_streams,data_sources=my_data_sources,partial_factor=my_partial_factor,mesh=my_mesh,bending_moment_y=my_bending_moment_y,bending_moment_z=my_bending_moment_z)

Class Information

Property Value
Namespace Ans.DataProcessing.operators.result
Assembly Ans_Dpf_Native_dll_cs
Base Class Ans.DataProcessing.internal_objects.BaseOperator

Inputs

time_scoping

Type: LinkableInput

field_yield_strength

This pin contains field of beam's Yield Strength defined by the user.

Type: LinkableInput

class_cross_section

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

Type: LinkableInput

streams

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

Type: LinkableInput

data_sources

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

Type: LinkableInput

partial_factor

partial safety factor for resistance of members to instability assessed by member checks. Default value: 1.

Type: LinkableInput

mesh

Mesh containing beam's properties defined by user

Type: LinkableInput

bending_moment_y

Fields Container of bending moment on axis y defined by user

Type: LinkableInput

bending_moment_z

Fields Container of bending moment on axis z defined by user

Type: LinkableInput

Outputs

buckling_resistance_bending_yy

Fields Container of buckling resistance factor on axis y-y in case of bending(M). These factors should be less than 1 and positive.

Type: LinkableOutput

buckling_resistance_bending_zz

Fields Container of buckling resistance factor on axis z-z in case of bending(M). These factors should be less than 1 and positive.

Type: LinkableOutput

Constructors

Constructor

members_in_bending_not_certified()

Constructor

members_in_bending_not_certified(time_scoping, field_yield_strength, class_cross_section, streams, data_sources, partial_factor, mesh, bending_moment_y, bending_moment_z, config)

Parameters:

  • time_scoping (object)
  • field_yield_strength (object)
  • class_cross_section (object)
  • streams (object)
  • data_sources (object)
  • partial_factor (object)
  • mesh (object)
  • bending_moment_y (object)
  • bending_moment_z (object)
  • config (OperatorConfig)

Constructor

members_in_bending_not_certified(config)

Parameters:

  • config (OperatorConfig)

Methods

Properties

inputs

Type: InputSpec

# Get or set the property
value = obj.inputs
obj.inputs = new_value

outputs

Type: OutputSpec

# Get or set the property
value = obj.outputs
obj.outputs = new_value

defaultConfig

Type: Config

# Get the property (read-only)
value = obj.defaultConfig

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