Plane stress quad model visualization

This example shows how to visualize the results of a plane stress quadrilateral model using Plotly.

This model code from Plot stress distribution of a plane stress quad model.

import openseespy.opensees as ops

import opstool
import opstool.vis.plotly as opsvis

Model

ops.wipe()
ops.model("basic", "-ndm", 2, "-ndf", 2)
ops.node(1, 0.0, 0.0)
ops.node(2, 0.0, 1.0)
ops.node(3, 0.0, 2.0)
ops.node(4, 0.0, 3.0)
ops.node(5, 0.0, 4.0)
ops.node(6, 1.0, 0.0)
ops.node(7, 1.0, 1.0)
ops.node(8, 1.0, 2.0)
ops.node(9, 1.0, 3.0)
ops.node(10, 1.0, 4.0)
ops.node(11, 2.0, 0.0)
ops.node(12, 2.0, 1.0)
ops.node(13, 2.0, 2.0)
ops.node(14, 2.0, 3.0)
ops.node(15, 2.0, 4.0)
ops.node(16, 3.0, 0.0)
ops.node(17, 3.0, 1.0)
ops.node(18, 3.0, 2.0)
ops.node(19, 3.0, 3.0)
ops.node(20, 3.0, 4.0)
ops.node(21, 4.0, 0.0)
ops.node(22, 4.0, 1.0)
ops.node(23, 4.0, 2.0)
ops.node(24, 4.0, 3.0)
ops.node(25, 4.0, 4.0)

ops.nDMaterial("ElasticIsotropic", 1, 1000, 0.3)

ops.element("quad", 1, 1, 6, 7, 2, 1, "PlaneStress", 1)
ops.element("quad", 2, 2, 7, 8, 3, 1, "PlaneStress", 1)
ops.element("quad", 3, 3, 8, 9, 4, 1, "PlaneStress", 1)
ops.element("quad", 4, 4, 9, 10, 5, 1, "PlaneStress", 1)
ops.element("quad", 5, 6, 11, 12, 7, 1, "PlaneStress", 1)
ops.element("quad", 6, 7, 12, 13, 8, 1, "PlaneStress", 1)
ops.element("quad", 7, 8, 13, 14, 9, 1, "PlaneStress", 1)
ops.element("quad", 8, 9, 14, 15, 10, 1, "PlaneStress", 1)
ops.element("quad", 9, 11, 16, 17, 12, 1, "PlaneStress", 1)
ops.element("quad", 10, 12, 17, 18, 13, 1, "PlaneStress", 1)
ops.element("quad", 11, 13, 18, 19, 14, 1, "PlaneStress", 1)
ops.element("quad", 12, 14, 19, 20, 15, 1, "PlaneStress", 1)
ops.element("quad", 13, 16, 21, 22, 17, 1, "PlaneStress", 1)
ops.element("quad", 14, 17, 22, 23, 18, 1, "PlaneStress", 1)
ops.element("quad", 15, 18, 23, 24, 19, 1, "PlaneStress", 1)
ops.element("quad", 16, 19, 24, 25, 20, 1, "PlaneStress", 1)

ops.fix(1, 1, 1)
ops.fix(6, 1, 1)
ops.fix(11, 1, 1)
ops.fix(16, 1, 1)
ops.fix(21, 1, 1)

ops.equalDOF(2, 22, 1, 2)
ops.equalDOF(3, 23, 1, 2)
ops.equalDOF(4, 24, 1, 2)
ops.equalDOF(5, 25, 1, 2)

ops.timeSeries("Linear", 1)
ops.pattern("Plain", 1, 1)
ops.load(15, 0.0, -1.0)

opsvis.set_plot_props(point_size=0)
fig = opsvis.plot_model(show_nodal_loads=True, show_ele_loads=True, show_outline=True)
# fig.show()
fig

Results visualization

ops.constraints("Transformation")
ops.numberer("RCM")
ops.system("BandGeneral")
ops.test("NormDispIncr", 1.0e-8, 6, 2)
ops.algorithm("Linear")
ops.integrator("LoadControl", 0.1)
ops.analysis("Static")

ODB = opstool.post.CreateODB(
    odb_tag=1,
    compute_mechanical_measures=True,  # compute stress measures
    project_gauss_to_nodes="copy",  # project gauss point responses to nodes, optional ["copy", "average", "extrapolate"]
)
for _ in range(10):
    ops.analyze(1)
    ODB.fetch_response_step()
ODB.save_response()

OPSTOOL™ ::  All responses data with _odb_tag = 1 saved in G:\opstool\docs\.opstool.output\RespStepData-1.odb!

fig = opsvis.plot_unstruct_responses(
    odb_tag=1,
    slides=False,
    step="absMax",
    ele_type="Plane",
    resp_type="StressesAtNodes",  # or "stressesAtGauss", "strainsAtNodes", project_gauss_to_nodes needs to be set prior
    resp_dof="sigma_vm",
    show_defo=True,
    defo_scale="auto",
    show_model=True,
)
# fig.show()
fig

OPSTOOL™ ::  Loading responses data from G:\opstool\docs\.opstool.output\RespStepData-1.odb ...

fig = opsvis.plot_unstruct_responses(
    odb_tag=1,
    slides=True,
    ele_type="Plane",
    resp_type="stresses",  # at Gauss points, it will be averaged over the element
    resp_dof="sigma_vm",
    show_model=False,
    show_defo=True,
    defo_scale="auto",
)
# fig.show()
fig

OPSTOOL™ ::  Loading responses data from G:\opstool\docs\.opstool.output\RespStepData-1.odb ...