Exemplo n.º 1
0
from ylpa import \
    Plate, Node, PlateSegment, YieldLine, \
    PlateLoadUniform

n1 = Node(x=0., y=0., w=0.)
n2 = Node(x=4., y=0., w=0.)
n3 = Node(x=4., y=4., w=0.)
n4 = Node(x=0., y=4., w=0.)

n5 = Node(x=2., y=2.)

sg1 = PlateSegment(node_nos=[1, 2, 5])
sg2 = PlateSegment(node_nos=[2, 3, 5])
sg3 = PlateSegment(node_nos=[3, 4, 5])
sg4 = PlateSegment(node_nos=[4, 1, 5])

yl = [YieldLine(5, 1), YieldLine(5, 2), YieldLine(3, 5), YieldLine(4, 5)]
plate = Plate(nodes=[n1, n2, n3, n4, n5],
                  segments=[sg1, sg2, sg3, sg4],
                  yield_lines=yl,
                  plastic_moment_def_type="simple",
                  load=[PlateLoadUniform()])

print "============================================"
plate.solve_mechanism(verbose=True)
for seg in plate.segments_with_ref:
    print 'segment', seg.param_vect
print plate.unit_work_ratio
print "============================================"
n4 = Node(x=0, y=b, w=0.)

n5 = Node(x=a / 3., y=b)
n6 = Node(x=2. * a / 3., y=b)

sg1 = PlateSegment(node_nos=[1, 2, 6, 5])
sg2 = PlateSegment(node_nos=[2, 3, 6])
sg3 = PlateSegment(node_nos=[3, 4, 5, 6])
sg4 = PlateSegment(node_nos=[4, 1, 5])

yl = [YieldLine(1, 5), YieldLine(4, 5), YieldLine(6, 5), YieldLine(2, 6), YieldLine(3, 6)]

plate = Plate(nodes=[n1, n2, n3, n4, n5, n6],
                  segments=[sg1, sg2, sg3, sg4],
                  yield_lines=yl,
                  plastic_moment_def_type="ortho_reinf_indep",
                  p1=0.01, p2=0.01,
                  h=0.2,
                  d1_1=0.04, d1_2=0.04,
                  load=[PlateLoadUniform()])

pstudy = ParametricStudy(plate=plate,
                         node_params=[Parameter(base_value=0.1 * a, minimum=0.01, maximum=a / 2 - 0.01),
                                 Parameter(base_value=b / 2),
                                 Parameter(base_value=(a + 0.8 * a) / 2, minimum=a / 2 + 0.01, maximum=a - 0.01)],
                         param_nodes=[ParamNode(node_no=5, trait_name="x", param_no=1, multiplier=1., base_value=0.),
                                      ParamNode(node_no=5, trait_name="y", param_no=2, multiplier=1., base_value=0.),
                                      ParamNode(node_no=6, trait_name="x", param_no=3, multiplier=1., base_value=0.)])

m1 = plate.plastic_moment_def.get_plastic_moment(np.pi / 2.)
m2 = plate.plastic_moment_def.get_plastic_moment(0.)
lambda_ratio = m1 / m2
n4 = Node(x=0., y=2 * a, w=0.)

n5 = Node(x=0.5 * b, y=a, w=1.)
n6 = Node(x=1.5 * b)

sg1 = PlateSegment(node_nos=[1, 2, 6, 5])
sg2 = PlateSegment(node_nos=[2, 3, 6])
sg3 = PlateSegment(node_nos=[3, 4, 5, 6])
sg4 = PlateSegment(node_nos=[4, 1, 5])

yl = [YieldLine(1, 5), YieldLine(4, 5), YieldLine(6, 5), YieldLine(2, 6), YieldLine(3, 6)]
plate = Plate(nodes=[n1, n2, n3, n4, n5, n6],
                  segments=[sg1, sg2, sg3, sg4],
                  yield_lines=yl,
                  plastic_moment_def_type="ortho_reinf_dep_duct",
                  load=[PlateLoadUniform()],
                  p1=0.02,
                  p2=0.02,
                  h=0.15,
                  d1_1=0.04,
                  d1_2=0.035,)

pstudy = ParametricStudy(plate=plate,
                         node_params=[Parameter(base_value=0.2 * b, minimum=0.01, maximum=b - 0.01),
                                 Parameter(base_value=a),
                                 Parameter(base_value=b + 0.8 * b, minimum=b + 0.01, maximum=2 * b - 0.01),
                                 ],
                         param_nodes=[ParamNode(node_no=5, trait_name="x", param_no=1, multiplier=1., base_value=0.),
                                      ParamNode(node_no=5, trait_name="y", param_no=2, multiplier=1., base_value=0.),
                                      ParamNode(node_no=6, trait_name="x", param_no=3, multiplier=1., base_value=0.)],
                         )