import sharpy.structure.utils.xbeamlib as xbeamlib
from sharpy.utils.solver_interface import solver, BaseSolver, solver_from_string
import sharpy.utils.settings as settings_utils
_BaseStructural = solver_from_string('_BaseStructural')
[docs]@solver
class RigidDynamicCoupledStep(_BaseStructural):
"""
Structural solver used for the dynamic simulation of free-flying rigid structures.
This solver provides an interface to the structural library (``xbeam``) and updates the structural parameters
for every k-th step in the FSI iteration.
This solver can be called as part of a standalone structural simulation or as the structural solver of a coupled
aeroelastic simulation.
"""
solver_id = 'RigidDynamicCoupledStep'
solver_classification = 'structural'
settings_types = _BaseStructural.settings_types.copy()
settings_default = _BaseStructural.settings_default.copy()
settings_description = _BaseStructural.settings_description.copy()
settings_types['balancing'] = 'bool'
settings_default['balancing'] = False
settings_types['relaxation_factor'] = 'float'
settings_default['relaxation_factor'] = 0.3
settings_description['relaxation factor'] = 'Relaxation factor'
settings_table = settings_utils.SettingsTable()
__doc__ += settings_table.generate(settings_types, settings_default, settings_description)
def __init__(self):
self.data = None
self.settings = None
def initialise(self, data, custom_settings=None, restart=False):
self.data = data
if custom_settings is None:
self.settings = data.settings[self.solver_id]
else:
self.settings = custom_settings
settings_utils.to_custom_types(self.settings, self.settings_types, self.settings_default)
# load info from dyn dictionary
self.data.structure.add_unsteady_information(self.data.structure.dyn_dict, self.settings['num_steps'])
# generate q, dqdt and dqddt
xbeamlib.xbeam_solv_disp2state(self.data.structure, self.data.structure.timestep_info[-1])
def run(self, **kwargs):
structural_step = settings_utils.set_value_or_default(kwargs, 'structural_step', self.data.structure.timestep_info[-1])
# TODO: previous_structural_step never used
previous_structural_step = settings_utils.set_value_or_default(kwargs, 'previous_structural_step', self.data.structure.timestep_info[-1])
dt= settings_utils.set_value_or_default(kwargs, 'dt', self.settings['dt'])
xbeamlib.xbeam_step_coupledrigid(self.data.structure,
self.settings,
self.data.ts,
structural_step,
dt=dt)
self.extract_resultants(structural_step)
self.data.structure.integrate_position(structural_step, dt)
return self.data
def add_step(self):
self.data.structure.next_step()
def next_step(self):
pass
def extract_resultants(self, tstep=None):
if tstep is None:
tstep = self.data.structure.timestep_info[self.data.ts]
steady, unsteady, grav = tstep.extract_resultants(self.data.structure, force_type=['steady', 'unsteady', 'grav'])
totals = steady + unsteady + grav
return totals[0:3], totals[3:6]