def __init__(self, card, data):
Load.__init__(self, card, data)
if card:
#: load ID
self.sid = integer(card, 1, 'sid')
#: overall scale factor
self.scale = double(card, 2, 'scale')
#: individual scale factors (corresponds to loadIDs)
self.scaleFactors = []
#: individual loadIDs (corresponds to scaleFactors)
self.loadIDs = []
# alternating of scale factor & load set ID
nLoads = len(card) - 3
assert nLoads % 2 == 0
for i in xrange(nLoads // 2):
n = 2 * i + 3
self.scaleFactors.append(double(card, n, 'scaleFactor'))
self.loadIDs.append(integer(card, n + 1, 'loadID'))
else:
self.sid = data[0]
self.scale = data[1]
self.scaleFactors = data[2]
self.loadIDs = data[3]
assert len(data) == 4, '%s data=%s' % (self.type, data)
def __init__(self, card=None, data=None, comment=''):
if comment:
self._comment = comment
if card:
self.sid = integer(card, 1, 'sid')
self.eid = integer(card, 2, 'eid')
self.Type = string(card, 3, 'Type')
self.scale = string(card, 4, 'scale')
self.x1 = double(card, 5, 'x1')
self.p1 = double(card, 6, 'p1')
self.x2 = double_or_blank(card, 7, 'x2', self.x1)
self.p2 = double_or_blank(card, 8, 'p2', self.p1)
assert 0 <= self.x1 <= self.x2
assert len(card) <= 9, 'len(PLOAD1 card) = %i' % len(card)
else:
self.sid = data[0]
self.eid = data[1]
self.Type = data[2]
self.scale = data[3]
self.x1 = data[4]
self.p1 = data[5]
self.x2 = data[6]
self.p2 = data[7]
if self.Type not in self.validTypes:
msg = '%s is an invalid type on the PLOAD1 card' % self.Type
raise RuntimeError(msg)
assert self.scale in self.validScales, '%s is an invalid scale on the PLOAD1 card' % (self.scale)
def __init__(self, card=None, data=None, comment=''):
Table.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.tid = integer(card, 1, 'tid')
self.x1 = double(card, 2, 'x1')
self.x2 = double(card, 3, 'x2')
assert self.x2 != 0.0
nfields = len(card) - 1
nterms = (nfields - 9) // 2
xy = []
for i in range(nterms):
n = 9 + i * 2
if card.field(n) == 'ENDT':
break
x = double(card, n, 'x' + str(i + 1))
y = double(card, n + 1, 'y' + str(i + 1))
xy += [x, y]
ENDT = string(card, nfields, 'ENDT')
isData = False
else:
self.tid = data[0]
self.x1 = data[1]
self.x2 = data[2]
xy = data[3:]
isData = True
self.parse_fields(xy, nrepeated=2, isData=isData)
def __init__(self, card=None, data=None, comment=''):
Method.__init__(self, card, data)
if comment:
self._comment = comment
if card:
#: Set identification number. (Unique Integer > 0)
self.sid = integer(card, 1, 'sid')
#: Coordinates of point in complex plane. (Real)
self.alpha1 = double(card, 2, 'alpha1')
#: Coordinates of point in complex plane. (Real)
self.omega1 = double(card, 3, 'omega1')
#: Multiplicity of complex root at pole defined by point at ALPHAi
#: and OMEGAi
self.m1 = integer(card, 4, 'm1')
#: Coordinates of point in complex plane. (Real)
self.alpha2 = double(card, 5, 'alpha2')
#: Coordinates of point in complex plane. (Real)
self.omega2 = double(card, 6, 'omega2')
#: Multiplicity of complex root at pole defined by point at ALPHAi
#: and OMEGAi
self.m2 = integer(card, 7, 'm2')
assert len(card) == 8, 'len(EIGP card) = %i' % len(card)
else:
raise NotImplementedError('EIGP')
def add(self, card, comment=""):
i = self.i
# if comment:
# self._comment = comment
self.material_id[i] = integer(card, 1, "material_id")
self.e11[i] = double(card, 2, "E11") #: .. todo:: is this the correct default
self.e22[i] = double(card, 3, "E22") #: .. todo:: is this the correct default
self.nu12[i] = double(card, 4, "nu12") #: .. todo:: is this the correct default
self.g12[i] = double_or_blank(card, 5, "g12", 0.0)
self.g1z[i] = double_or_blank(card, 6, "g1z", 1e8)
self.g2z[i] = double_or_blank(card, 7, "g2z", 1e8)
self.rho[i] = double_or_blank(card, 8, "rho", 0.0)
self.a1[i] = double_or_blank(card, 9, "a1", 0.0)
self.a2[i] = double_or_blank(card, 10, "a2", 0.0)
self.TRef[i] = double_or_blank(card, 11, "TRef", 0.0)
self.Xt[i] = double_or_blank(card, 12, "Xt", 0.0)
self.Xc[i] = double_or_blank(card, 13, "Xc", self.Xt[i])
self.Yt[i] = double_or_blank(card, 14, "Yt", 0.0)
self.Yc[i] = double_or_blank(card, 15, "Yc", self.Yt[i])
self.S[i] = double_or_blank(card, 16, "S", 0.0)
self.ge[i] = double_or_blank(card, 17, "ge", 0.0)
self.F12[i] = double_or_blank(card, 18, "F12", 0.0)
self.strn[i] = double_or_blank(card, 19, "strn", 0.0)
assert len(card) <= 20, "len(MAT8 card) = %i" % len(card)
self.i += 1
def __init__(self, card=None, data=None, comment=''):
Property.__init__(self, card, data)
if comment:
self._comment = comment
if card:
#: Property ID
self.pid = integer(card, 1, 'pid')
#: diameter of the fastener
self.d = double(card, 2, 'd')
assert self.d > 0
#: Specifies the element stiffness coordinate system
self.mcid = integer_or_blank(card, 3, 'mcid', -1)
assert self.mcid >= -1
self.mflag = integer_or_blank(card, 4, 'mflag', 0) # 0-absolute 1-relative
assert self.mflag in [0, 1]
#: stiffness values in directions 1-3
self.kt1 = double(card, 5, 'kt1')
self.kt2 = double(card, 6, 'kt2')
self.kt3 = double(card, 7, 'kt3')
#: Rotational stiffness values in directions 1-3
self.kr1 = double_or_blank(card, 8, 'kr1', 0.0)
self.kr2 = double_or_blank(card, 9, 'kr2', 0.0)
self.kr3 = double_or_blank(card, 10, 'kr3', 0.0)
#: Lumped mass of fastener
self.mass = double_or_blank(card, 11, 'mass', 0.0)
#: Structural damping
self.ge = double_or_blank(card, 12, 'ge', 0.0)
assert len(card) <= 13, 'len(PFAST card) = %i' % len(card)
else:
raise NotImplementedError(data)
def __init__(self, card=None, data=None, comment=''):
Table.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.tid = integer(card, 1, 'tid')
nfields = len(card) - 1
nterms = (nfields - 9) // 2
if nterms < 0:
raise SyntaxError('%r card is too short' % self.type)
xy = []
for i in range(nterms):
n = 9 + i * 2
if card.field(n) == 'ENDT':
break
x = double(card, n, 'x' + str(i + 1))
y = double(card, n + 1, 'y' + str(i + 1))
xy += [x, y]
string(card, nfields, 'ENDT')
isData = False
else:
self.tid = data[0]
xy = data[1:]
isData = True
self.parse_fields(xy, nrepeated=2, isData=isData)
def __init__(self, card=None, data=None, comment=''):
RandomTable.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.tid = integer(card, 1, 'tid')
self.xaxis = string_or_blank(card, 2, 'xaxis', 'LINEAR')
self.yaxis = string_or_blank(card, 3, 'yaxis', 'LINEAR')
nfields = len(card) - 1
nterms = (nfields - 9) // 2
if nterms < 0:
raise SyntaxError('%r card is too short' % self.type)
xy = []
for i in range(nterms):
n = 9 + i * 2
if card.field(n) == 'ENDT':
break
x = double(card, n, 'x' + str(i + 1))
y = double(card, n + 1, 'y' + str(i + 1))
xy += [x, y]
string(card, nfields, 'ENDT')
isData = False
else:
self.tid = data[0]
self.xaxis = self.map_axis(data[1])
self.yaxis = self.map_axis(data[2])
xy = data[3:]
isData = True
assert self.xaxis in ['LINEAR', 'LOG'], 'xaxis=|%s|' % (self.xaxis)
assert self.yaxis in ['LINEAR', 'LOG'], 'yaxis=|%s|' % (self.yaxis)
self.parse_fields(xy, nrepeated=2, isData=isData)
def add(self, card, comment=''):
assert self.n > 0, self.n
i = self.i
load_id = integer(card, 1, 'load_id')
tbar = double(card, 3, 'Tbar')
tprime = double(card, 4, 'Tprime')
t1 = double_or_blank(card, 5, 'T1')
t2 = double_or_blank(card, 6, 'T2')
self.load_id[i] = load_id
self.element_id[i] = integer(card, 2, 'element_id')
self.tbar[i] = tbar
self.tprime[i] = tprime
self.temp[i, 0] = t1
self.temp[i, 1] = t2
self.i += 1
if len(card) >= 7:
# i must be < self.n
eids = expand_thru(card[9:])
for eid in eids:
self.load_id[i] = load_id
assert isinstance(eid, int), eid
self.element_id[i] = eid
self.tbar[i] = tbar
self.tprime[i] = tprime
self.temp[i, 0] = t1
self.temp[i, 1] = t2
self.i += 1
assert self.i <= self.n
assert len(card) <= 7, '%s; n=%s' % (card, len(card))
#assert len(card) <= 7, len(card)
self.eids = None
def __init__(self, card=None, data=None, comment=''):
Table.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.tid = integer(card, 1, 'tid')
self.Type = string_or_blank(card, 2, 'Type', 'G')
assert self.Type in ['G', 'CRIT', 'Q'], 'Type=%r' % self.Type
nfields = len(card) - 1
nterms = (nfields - 9) // 2
if nterms < 0:
raise SyntaxError('%r card is too short' % self.type)
xy = []
for i in range(nterms):
n = 9 + i * 2
if card.field(n) == 'ENDT':
break
x = double(card, n, 'x' + str(i + 1))
y = double(card, n + 1, 'y' + str(i + 1))
xy += [x, y]
ENDT = string(card, nfields, 'ENDT')
isData = False
else:
self.tid = data[0]
self.x1 = data[1]
self.Type = data[2]
xy = data[5:]
isData = True
self.parse_fields(xy, nrepeated=2, isData=isData)
def __init__(self, card=None, data=None, comment=''):
Property.__init__(self, card, data)
if comment:
self._comment = comment
if card:
#: Property ID
self.pid = integer(card, 1, 'pid')
#: Material ID
self.mid1 = integer_or_blank(card, 2, 'mid1', 0)
self.t1 = double_or_blank(card, 3, 't1')
self.mid2 = integer_or_blank(card, 4, 'mid2', 0)
if self.mid2 > 0:
self.i = double(card, 5, 'i')
assert self.i > 0.0
else:
self.i = blank(card, 5, 'i')
self.mid3 = integer(card, 6, 0)
if self.mid3 > 0:
self.t2 = double(card, 7, 't3')
assert self.t2 > 0.0
else:
self.t2 = blank(card, 7, 't3')
self.nsm = double(card, 8, 'nsm')
self.z1 = double(card, 9, 'z1')
self.z2 = double(card, 10, 'z2')
self.phi = fields(double, card, 'phi', i=11, j=len(card))
else:
raise NotImplementedError(data)
def add(self, card=None, comment=''):
if comment:
self._comment = comment
i = self.i
#: Identification number of a MAT1, MAT2, or MAT9 entry.
self.material_id[i] = integer(card, 1, 'mid')
#: Identification number of a TABLES1 or TABLEST entry. If H is
#: given, then this field must be blank.
self.table_id[i] = integer_or_blank(card, 2, 'tid', 0)
#: Type of material nonlinearity. ('NLELAST' for nonlinear elastic
#: or 'PLASTIC' for elastoplastic.)
self.Type[i] = string(card, 3, 'Type')
if self.Type[i] == 'NLELAST':
self.h[i] = blank(card, 4, 'h')
self.hr[i] = blank(card, 6, 'hr')
self.yf[i] = blank(card, 5, 'yf')
self.limit1[i] = blank(card, 7, 'yf')
self.limit2[i] = blank(card, 8, 'yf')
else:
#: Work hardening slope (slope of stress versus plastic strain) in
#: units of stress. For elastic-perfectly plastic cases, H=0.0.
#: For more than a single slope in the plastic range, the
#: stress-strain data must be supplied on a TABLES1 entry
#: referenced by TID, and this field must be blank
h = double_or_blank(card, 4, 'H')
self.h[i] = h
if h is None:
self.hflag[i] = False
else:
self.hflag[i] = True
#: Yield function criterion, selected by one of the following
#: values (1) Von Mises (2) Tresca (3) Mohr-Coulomb
#: (4) Drucker-Prager
self.yf[i] = integer_or_blank(card, 5, 'yf', 1)
#: Hardening Rule, selected by one of the following values
#: (Integer): (1) Isotropic (Default) (2) Kinematic
#: (3) Combined isotropic and kinematic hardening
self.hr[i] = integer_or_blank(card, 6, 'hr', 1)
#: Initial yield point
self.limit1[i] = double(card, 7, 'limit1')
if self.yf[i] == 3 or self.yf[i] == 4:
#: Internal friction angle, measured in degrees, for the
#: Mohr-Coulomb and Drucker-Prager yield criteria
self.limit2[i] = double(card, 8, 'limit2')
else:
#self.limit2[i] = blank(card, 8, 'limit2')
#self.limit2[i] = None
pass
assert len(card) <= 9, 'len(MATS1 card) = %i' % len(card)
self.i += 1
def __init__(self, card=None, data=None, comment=''): # this card has missing fields
Ring.__init__(self, card, data)
if comment:
self._comment = comment
self.nid = integer(card, 1, 'nid')
blank(card, 2, 'blank')
self.R = double(card, 3, 'R')
self.z = double(card, 4, 'z')
blank(card, 5, 'blank')
blank(card, 6, 'blank')
self.ps = integer_or_blank(card, 7, 'ps')
assert len(card) <= 8, 'len(RINGAX card) = %i' % len(card)
def __init__(self, card=None, data=None, comment=''):
if comment:
self._comment = comment
self.sid = integer(card, 1, 'sid')
f1 = double(card, 2, 'f1') # default=0.0 ?
f2 = double(card, 3, 'f2')
nf = integer_or_blank(card, 4, 'nf', 1)
assert len(card) <= 5, 'len(FREQ2 card) = %i' % len(card)
d = 1. / nf * log(f2 / f1)
self.freqs = []
for i in xrange(nf):
self.freqs.append(f1 * exp(i * d)) # 0 based index
self.cleanFreqs()
def __init__(self, card=None, data=None, comment=''):
"""
Defines a static concentrated moment at a grid point by specifying a
magnitude and two grid points that determine the direction.::
MOMENT1 SID G M G1 G2
"""
Moment.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.sid = integer(card, 1, 'sid')
self.node = integer(card, 2, 'node')
self.mag = double(card, 3, 'mag')
self.g1 = integer(card, 4, 'g1')
self.g2 = integer(card, 5, 'g2')
assert len(card) == 6, 'len(MOMENT1 card) = %i' % len(card)
else:
self.sid = data[0]
self.node = data[1]
self.mag = data[2]
self.g1 = data[3]
self.g2 = data[4]
self.g3 = data[5]
self.g4 = data[6]
xyz = data[7:10]
raise NotImplementedError('MOMENT1 is probably wrong')
#assert len(xyz) == 3, 'xyz=%s' % (xyz)
#self.xyz = array(xyz)
self.xyz = None
def __init__(self, card=None, data=None, comment=''):
"""
Defines a static concentrated moment at a grid point by specifying a
scale factor and a vector that determines the direction.::
MOMENT SID G CID M N1 N2 N3
MOMENT 2 5 6 2.9 0.0 1.0 0.0
"""
Moment.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.sid = integer(card, 1, 'sid')
self.node = integer(card, 2, 'node')
self.cid = integer_or_blank(card, 3, 'cid', 0)
self.mag = double(card, 4, 'mag')
xyz = array([double_or_blank(card, 5, 'X1', 0.0),
double_or_blank(card, 6, 'X2', 0.0),
double_or_blank(card, 7, 'X3', 0.0)])
assert len(card) <= 8, 'len(MOMENT card) = %i' % len(card)
else:
raise NotImplementedError(data)
assert len(xyz) == 3, 'xyz=%s' % xyz
self.xyz = xyz
def __init__(self, card=None, data=None, comment=''):
"""
::
FORCE2 SID G F G1 G2 G3 G4
"""
Force.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.sid = integer(card, 1, 'sid')
self.node = integer(card, 2, 'node')
self.mag = double(card, 3, 'mag')
self.g1 = integer(card, 4, 'g1')
self.g2 = integer(card, 5, 'g2')
self.g3 = integer(card, 6, 'g3')
self.g4 = integer(card, 7, 'g4')
assert len(card) == 8, 'len(FORCE2 card) = %i' % len(card)
else:
self.sid = data[0]
self.node = data[1]
self.mag = data[2]
self.g1 = data[3]
self.g2 = data[4]
self.g3 = data[5]
self.g4 = data[6]
def __init__(self, card=None, data=None, comment=''):
"""
::
FORCE 3 1 100. 0. 0. 1.
"""
Force.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.sid = integer(card, 1, 'sid')
self.node = integer(card, 2, 'node')
self.cid = integer_or_blank(card, 3, 'cid', 0)
self.mag = double(card, 4, 'mag')
xyz = array([double_or_blank(card, 5, 'X1', 0.0),
double_or_blank(card, 6, 'X2', 0.0),
double_or_blank(card, 7, 'X3', 0.0)])
assert len(card) <= 8, 'len(FORCE card) = %i' % len(card)
else:
self.sid = data[0]
self.node = data[1]
self.cid = data[2]
self.mag = data[3]
xyz = data[4:7]
assert len(xyz) == 3, 'xyz=%s' % (xyz)
self.xyz = array(xyz)
def __init__(self, card=None, data=None, comment=''):
if comment:
self._comment = comment
if card:
#: Load set identification number (Integer>0)
self.sid = integer(card, 1, 'sid')
#: Coordinate system identification number. (Integer>0: Default=0)
self.cid = integer_or_blank(card, 2, 'cid', 0)
#: Acceleration vector scale factor. (Real)
self.scale = double(card, 3, 'scale')
#: Components of the acceleration vector measured in coordinate system
#: CID. (Real; at least one Ni != 0)
self.N = array([double_or_blank(card, 4, 'N1', 0.0),
double_or_blank(card, 5, 'N2', 0.0),
double_or_blank(card, 6, 'N3', 0.0)])
assert max(abs(self.N)) > 0.
nodes = fields(integer_or_string, card, 'node', i=9, j=len(card))
else:
raise NotImplementedError(data)
#: nodes to apply the acceleration to
self.nodes = expand_thru_by(nodes)
def __init__(self, card=None, data=None, comment=''):
if comment:
self._comment = comment
if card:
#: Set identification number
self.sid = integer(card, 1, 'sid')
#: Coordinate system identification number.
self.cid = integer_or_blank(card, 2, 'cid', 0)
#: scale factor
self.scale = double(card, 3, 'scale')
#: Acceleration vector components measured in coordinate system CID
self.N = array([double_or_blank(card, 4, 'N1', 0.0),
double_or_blank(card, 5, 'N2', 0.0),
double_or_blank(card, 6, 'N3', 0.0)])
#: Indicates whether the CID coordinate system is defined in the
#: main Bulk Data Section (MB = -1) or the partitioned superelement
#: Bulk Data Section (MB = 0). Coordinate systems referenced in the
#: main Bulk Data Section are considered stationary with respect to
#: the assembly basic coordinate system. See Remark 10.
#: (Integer; Default = 0)
self.mb = integer_or_blank(card, 7, 'mb', 0)
assert len(card) <= 8, 'len(GRAV card) = %i' % len(card)
else:
self.sid = data[0]
self.cid = data[1]
self.a = data[2]
self.N = array(data[3:6])
self.mb = data[6]
self.scale = 1.
assert len(data) == 7
assert not allclose(max(abs(self.N)), 0.), ('GRAV N is a zero vector, '
'N=%s' % (str(self.N)))
def __init__(self, card=None, data=None, comment=''):
"""
if coming from a BDF object, card is used
if coming from the OP2, data is used
"""
if comment:
self._comment = comment
Node.__init__(self, card, data)
if card:
self.nid = integer(card, 1, 'nid')
self.phi = double(card, 4, 'phi')
self.cd = integer(card, 6, 'cd')
self.ps = integer(card, 7, 'ps')
self.idf = integer(card, 8, 'idf')
else:
self.nid = data[0]
self.phi = data[1]
self.cd = data[2]
self.ps = data[3]
self.idf = data[4]
assert self.nid > 0, 'nid=%s' % self.nid
assert self.phi >= 0, 'phi=%s' % self.phi
assert self.cd >= 0, 'cd=%s' % self.cd
assert self.ps >= 0, 'ps=%s' % self.ps
assert self.idf >= 0, 'idf=%s' % self.idf
def add_tempd(self, card, comment):
assert (len(card) - 1) % 2 == 0, card
for i in range(1, len(card), 2):
temp_id = integer(card, i, 'temp_id')
temperature = double(card, i+1, 'temperature')
self._objs[temp_id].add_default(temp_id, temperature, comment)
self.model.log.debug('TEMPs keys=%s' % self._objs.keys())
def __init__(self, card=None, data=None, comment=''):
"""
Defines the properties of a shear panel (CSHEAR entry).
+--------+-----+-----+---+-----+----+----+
| PSHEAR | PID | MID | T | NSM | F1 | F2 |
+--------+-----+-----+---+-----+----+----+
"""
ShellProperty.__init__(self, card, data)
if comment:
self._comment = comment
if card:
#: Property ID
self.pid = integer(card, 1, 'pid')
#: Material ID
self.mid = integer(card, 2, 'mid')
self.t = double(card, 3, 't')
self.nsm = double_or_blank(card, 4, 'nsm', 0.0)
self.f1 = double_or_blank(card, 5, 'f1', 0.0)
self.f2 = double_or_blank(card, 6, 'f2', 0.0)
assert self.t > 0.0
#assert self.f1 >= 0.0
#assert self.f2 >= 0.0
assert len(card) <= 7, 'len(PSHEAR card) = %i' % len(card)
else:
#(pid,mid,t,nsm,f1,f2) = out
self.pid = data[0]
self.mid = data[1]
self.t = data[2]
self.nsm = data[3]
self.f1 = data[4]
self.f2 = data[5]
def __init__(self, card=None, icard=0, data=None, comment=''):
SpringProperty.__init__(self, card, data)
if comment:
self._comment = comment
nOffset = icard * 5
if card:
# 2 PELAS properties can be defined on 1 PELAS card
# these are split into 2 separate cards
#: Property identification number. (Integer > 0)
self.pid = integer(card, 1 + nOffset, 'pid')
#: Ki Elastic property value. (Real)
self.k = double(card, 2 + nOffset, 'k')
#: Damping coefficient, . See Remarks 5. and 6. (Real)
#: To obtain the damping coefficient GE, multiply the
#: critical damping ratio c/c0 by 2.0.
self.ge = double_or_blank(card, 3 + nOffset, 'ge', 0.)
#: Stress coefficient. (Real)
self.s = double_or_blank(card, 4 + nOffset, 's', 0.)
else:
self.pid = data[0]
self.k = data[1]
self.ge = data[2]
self.s = data[3]
def __init__(self, card=None, data=None, comment=''):
ThermalLoad.__init__(self, card, data)
if comment:
self._comment = comment
if card:
#: Load set identification number. (Integer > 0)
self.sid = integer(card, 1, 'sid')
#: Heat flux into element (FLOAT)
self.qFlux = double(card, 2, 'qFlux')
eids = []
j = 1
for i in range(3, len(card)):
eid = integer_or_string(card, i, 'eid%i' % j)
eids.append(eid)
j += 1
#: CHBDYj element identification numbers (Integer)
assert len(eids) > 0
#: .. todo:: use expand_thru_by ???
self.eids = expand_thru(eids)
else:
self.sid = data[0]
self.qFlux = data[1]
self.eids = data[2:]
def getShockA(self, card, iStart):
self.shockType = string_or_blank(card, iStart + 1, 'shockType')
self.shockCVT = double(card, iStart + 2, 'shockCVT')
self.shockCVC = double_or_blank(card, iStart + 3, 'shockCVC')
self.shockExpVT = double_or_blank(card, iStart + 4, 'shockExpVT', 1.0)
self.shockExpVC = double_or_blank(card, iStart + 5,
'shockExpVC', self.shockExpVT)
if self.shockType == 'TABLE':
pass
# self.shockIDTS = integer(card, iStart + 6, 'shockIDTS')
# self.shockIDETS = blank(card, iStart + 9, 'shockIDETS')
# self.shockIDECS = blank(card, iStart + 10, 'shockIDECS')
# self.shockIDETSD = blank(card, iStart + 11, 'shockIDETSD')
# self.shockIDECSD = blank(card, iStart + 12, 'shockIDECSD')
elif self.shockType == 'EQUAT':
self.shockIDTS = blank(card, iStart + 6, 'shockIDTS')
self.shockIDETS = integer(card, iStart + 9, 'shockIDETS')
self.shockIDECS = integer_or_blank(card, iStart + 10,
'shockIDECS', self.shockIDETS)
self.shockIDETSD = integer(card, iStart + 11, 'shockIDETSD')
self.shockIDECSD = integer_or_blank(card, iStart + 11,
'shockIDECSD', self.shockIDETSD)
else:
raise RuntimeError('Invalid shockType=|%s| on card\n%s' %(self.shockType, card))
iStart += 8
return iStart
def __init__(self, card=None, data=None, comment=''):
"""
Defines a static concentrated moment at a grid point by specification
of a magnitude and four grid points that determine the direction.::
MOMENT2 SID G M G1 G2 G3 G4
"""
Moment.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.sid = integer(card, 1, 'sid')
self.node = integer(card, 2, 'node')
self.mag = double(card, 3, 'mag')
self.g1 = integer(card, 4, 'g1')
self.g2 = integer(card, 5, 'g2')
self.g3 = integer(card, 6, 'g3')
self.g4 = integer(card, 7, 'g4')
xyz = array([double_or_blank(card, 5, 'X1', 0.0),
double_or_blank(card, 6, 'X2', 0.0),
double_or_blank(card, 7, 'X3', 0.0)])
assert len(card) <= 8, 'len(MOMENT2 card) = %i' % len(card)
else:
self.sid = data[0]
self.node = data[1]
self.mag = data[2]
self.g1 = data[3]
self.g2 = data[4]
self.g3 = data[5]
self.g4 = data[6]
xyz = data[7:10]
assert len(xyz) == 3, 'xyz=%s' % (xyz)
self.xyz = array(xyz)
def __init__(self, card=None, data=None, comment=''):
CrackProperty.__init__(self, card, data)
if comment:
self._comment = comment
if card:
#: Property ID
self.pid = integer(card, 1, 'pid')
#: Material ID
self.mid = integer(card, 2, 'mid')
self.thick = double(card, 3, 'thick')
#: Plane strain or plane stress option.
#: Use 0 for plane strain; 1 for plane stress. (Integer = 0 or 1)
self.iPlane = integer(card, 4, 'iPlane')
if self.iPlane not in [0, 1]:
raise RuntimeError('Invalid value for iPlane on PRAC2D, can '
'only be 0,1 iPlane=|%s|' % self.iPlane)
#: Non-structural mass per unit area.(Real >= 0.0; Default = 0)
self.nsm = double_or_blank(card, 5, 'nsm', 0.)
#: Exponent used in the displacement field. See Remark 4.
#: (Real; Default = 0.5)
self.gamma = double_or_blank(card, 6, 'gamma', 0.5)
#: Angle (in degrees) relative to the element x-axis along which
#: stress intensity factors are to be calculated. See Remark 4.
#: (Real; Default = 180.0)
self.phi = double_or_blank(card, 7, 'phi', 180.)
assert len(card) <= 8, 'len(PRAC2D card) = %i' % len(card)
else:
raise NotImplementedError(data)
def __init__(self, card=None, data=None, comment=''):
ThermalLoad.__init__(self, card, data)
if comment:
self._comment = comment
if card:
#: Load set identification number. (Integer > 0)
self.sid = integer(card, 1, 'eid')
self.flag = string(card, 2, 'flag')
assert self.flag in ['POINT', 'LINE', 'REV', 'AREA3', 'AREA4',
'AREA6', 'AREA8']
#: Magnitude of thermal flux into face. Q0 is positive for heat
#: into the surface. (Real)
self.Q0 = double(card, 3, 'Q0')
#: Area factor depends on type. (Real > 0.0 or blank)
self.af = double_or_blank(card, 4, 'af')
nfields = card.nFields()
#: grids
self.grids = fields(integer, card, 'grid', i=5, j=nfields)
#: Grid point identification of connected grid points.
#: (Integer > 0 or blank)
self.grids = expand_thru_by(self.grids)
else:
self.sid = data[0]
self.flag = data[1]
self.Q0 = data[2]
self.af = data[3]
self.grids = data[4:]
def __init__(self, card=None, data=None, comment=''):
LineDamper.__init__(self, card, data)
if comment:
self._comment = comment
if card:
self.eid = integer(card, 1, 'eid')
#: Value of the scalar damper (Real)
self.b = double(card, 2, 'b')
nids = [integer_or_blank(card, 3, 'n1', 0),
integer_or_blank(card, 5, 'n2', 0)]
#: component number
self.c1 = integer_or_blank(card, 4, 'c1', 0)
self.c2 = integer_or_blank(card, 6, 'c2', 0)
assert len(card) <= 7, 'len(CDAMP2 card) = %i' % len(card)
else:
self.eid = data[0]
self.b = data[1]
nids = [data[2], data[4]]
self.c1 = data[3]
self.c2 = data[5]
self.prepare_node_ids(nids, allow_empty_nodes=True)
assert len(self.nodes) == 2
msg = 'on\n%s\n is invalid validComponents=[0,1,2,3,4,5,6]' % str(self)
assert self.c1 in [0, 1, 2, 3, 4, 5, 6], 'c1=%r %s' % (self.c1, msg)
assert self.c2 in [0, 1, 2, 3, 4, 5, 6], 'c2=%r %s' % (self.c2, msg)
