members_in_bending_not_certified class
Last update: 18.06.2026Namespace: 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