structural finite element analysis, the pythonic way.
from feastruct.pre.material import Steel
from feastruct.pre.section import Section
import feastruct.fea.cases as cases
from feastruct.fea.frame_analysis import FrameAnalysis2D
from feastruct.solvers.linstatic import LinearStatic
from feastruct.solvers.feasolve import SolverSettings
# ------------
# preprocessor
# ------------
# constants & lists
length = 5000 # length of the beam
udl = -10 # value of the udl
# everything starts with the analysis object
analysis = FrameAnalysis2D()
# materials and sections are objects
steel = Steel()
section = Section(area=3230, ixx=23.6e6)
# nodes are objects
node1 = analysis.create_node(coords=[0])
node2 = analysis.create_node(coords=[length])
node3 = analysis.create_node(coords=[2*length, 2500])
# and so are beams!
beam1 = analysis.create_element(
el_type='EB2-2D', nodes=[node1, node2], material=steel, section=section
)
beam2 = analysis.create_element(
el_type='EB2-2D', nodes=[node2, node3], material=steel, section=section
)
# boundary conditions are objects
freedom_case = cases.FreedomCase()
n1x = freedom_case.add_nodal_support(node=node1, val=0, dof=0)
n1y = freedom_case.add_nodal_support(node=node1, val=0, dof=1)
n2y = freedom_case.add_nodal_support(node=node2, val=0, dof=1)
n3y = freedom_case.add_nodal_support(node=node3, val=0, dof=1)
# so are loads!
load_case = cases.LoadCase()
udl1 = load_case.add_element_load(beam1.generate_udl(q=udl))
udl2 = load_case.add_element_load(beam2.generate_udl(q=udl))
# an analysis case relates a support case to a load case
analysis_case = cases.AnalysisCase(freedom_case=freedom_case, load_case=load_case)
# ------
# solver
# ------
# you can easily change the solver settings
settings = SolverSettings()
settings.linear_static.time_info = True
# the linear static solver is an object and acts on the analysis object
LinearStatic(analysis=analysis, analysis_cases=[analysis_case], solver_settings=settings).solve()
# ----
# post
# ----
# there are plenty of post processing options!
analysis.post.plot_geom(analysis_case=analysis_case)
analysis.post.plot_geom(analysis_case=analysis_case, deformed=True, def_scale=1e2)
analysis.post.plot_frame_forces(analysis_case=analysis_case, shear=True)
analysis.post.plot_frame_forces(analysis_case=analysis_case, moment=True)
analysis.post.plot_reactions(analysis_case=analysis_case)
- Python API
- Input File
- .dxf Import
- Triangular Meshing
- Structure Generator Functions
- 2D Frame
- Bar Element
- Euler Bernoulli Frame Element
- Timoshenko Frame Element
- 3D Frame
- Bar Element
- Euler Bernoulli Frame Element
- Timoshenko Frame Element
- 2D Membrane (Plane Stress/Plane Strain)
- 3-Noded Triangular Element
- 6-Noded Triangular Element
- Plate Elements
- Shell Elements
- Geometrically Linear
- Geometrically Non-Linear
- Material Non-Linear
- Applied Loads
- Load Cases
- Nodal Loads
- Surface (Distributed) Loads
- Body Loads
- Restraints
- Freedom Cases
- Nodal Supports
- Nodal Springs
- Surface (Distributed) Supports
- Analysis Cases
- Linear Static Solver
- Non-Linear Static Solver
- Linear Buckling Solver
- Natural Frequency Solver
- Linear Dynamic Solver
- Non-Linear Dynamic Solver
- Multi-Element Solvers
- Structural Mesh and Boundary Conditions
- Deformed Mesh
- Reaction Forces
- 2D Frame Actions (N, V, M)
- Buckling Mode Shapes
- Natural Frequency Mode Shapes
- Deformed Contour Plot
- Continuum Stress Contour Plot
- Optimisation