StaticStep

class compas_fea2.problem.StaticStep[source]

Bases: GeneralStep

StaticStep for use in a static analysis.

Parameters:
max_incrementsint

Max number of increments to perform during the case step. (Typically 100 but you might have to increase it in highly non-linear problems. This might increase the analysis time.).

initial_inc_sizefloat

Sets the the size of the increment for the first iteration. (By default is equal to the total time, meaning that the software decrease the size automatically.)

min_inc_sizefloat

Minimum increment size before stopping the analysis. (By default is 1e-5, but you can set a smaller size for highly non-linear problems. This might increase the analysis time.)

timefloat

Total time of the case step. Note that this not actual ‘time’, but rather a proportionality factor. (By default is 1, meaning that the analysis is complete when all the increments sum up to 1)

nlgeombool

if True nonlinear geometry effects are considered.

modifybool

if True the loads applied in a previous step are substituted by the ones defined in the present step, otherwise the loads are added.

Attributes:
namestr

Automatically generated id. You can change the name if you want a more human readable input file.

max_incrementsint

Max number of increments to perform during the case step. (Typically 100 but you might have to increase it in highly non-linear problems. This might increase the analysis time.).

initial_inc_sizefloat

Sets the the size of the increment for the first iteration. (By default is equal to the total time, meaning that the software decrease the size automatically.)

min_inc_sizefloat

Minimum increment size before stopping the analysis. (By default is 1e-5, but you can set a smaller size for highly non-linear problems. This might increase the analysis time.)

timefloat

Total time of the case step. Note that this not actual ‘time’, but rather a proportionality factor. (By default is 1, meaning that the analysis is complete when all the increments sum up to 1)

nlgeombool

if True nonlinear geometry effects are considered.

modifybool

if True the loads applied in a previous step are substituted by the ones defined in the present step, otherwise the loads are added.

loadsdict

Dictionary of the loads assigned to each part in the model in the step.

displacementsdict

Dictionary of the displacements assigned to each part in the model in the step.

Inherited Methods

ToString

Converts the instance to a string.

add_area_load

add_gravity_load

add_line_load

add_load_field

add_load_fields

add_output

add_outputs

add_prestress_load

add_temperature_field

add_uniform_displacement_field

add_uniform_node_load

add_uniform_point_load

copy

Make an independent copy of the data object.

from_hdf5

from_json

Construct an object of this type from a JSON file.

from_jsonstring

Construct an object of this type from a JSON string.

from_name

get_min_max_reactions

get_min_max_reactions_component

get_total_reaction

jobdata

sha256

Compute a hash of the data for comparison during version control using the sha256 algorithm.

show_deformed

show_displacements

show_reactions

show_stress

to_hdf5

to_json

Convert an object to its native data representation and save it to a JSON file.

to_jsonstring

Convert an object to its native data representation and save it to a JSON string.

validate_data

Validate the data against the object's data schema.