else:
NormalSlave = custom_sympy_fe_utilities.DefineMatrix('NormalSlave', nnodes, dim, "Symbol")
# The resultant tangent
if normalvar == 1:
TangentSlave = custom_sympy_fe_utilities.DefineMatrix('TangentSlave', nnodes, dim)
else:
TangentSlave = custom_sympy_fe_utilities.DefineMatrix('TangentSlave', nnodes, dim, "Symbol")
# Define test functions
w1 = custom_sympy_fe_utilities.DefineMatrix('w1',nnodes,dim, "Symbol")
w2 = custom_sympy_fe_utilities.DefineMatrix('w2',nnodes_master,dim, "Symbol")
wLM = custom_sympy_fe_utilities.DefineMatrix('wLM',nnodes,dim, "Symbol")
# Defining normal and tangent components
LMNormal = custom_sympy_fe_utilities.DefineVector('LMNormal', nnodes)
wLMNormal = custom_sympy_fe_utilities.DefineVector('wLMNormal', nnodes)
# The resultant tangent LM
LMTangent = custom_sympy_fe_utilities.DefineMatrix('LMTangent', nnodes, dim)
wLMTangent = custom_sympy_fe_utilities.DefineMatrix('wLMTangent', nnodes, dim)
# Defining additional variables
NormalGap = custom_sympy_fe_utilities.DefineVector('NormalGap', nnodes)
NormalwGap = custom_sympy_fe_utilities.DefineVector('NormalwGap', nnodes)
TangentSlipNonObjective = custom_sympy_fe_utilities.DefineMatrix('TangentSlipNonObjective', nnodes, dim)
TangentwSlipNonObjective = custom_sympy_fe_utilities.DefineMatrix('TangentwSlipNonObjective', nnodes, dim)
TangentSlipObjective = custom_sympy_fe_utilities.DefineMatrix('TangentSlipObjective', nnodes, dim)
TangentwSlipObjective = custom_sympy_fe_utilities.DefineMatrix('TangentwSlipObjective', nnodes, dim)
DOperator = custom_sympy_fe_utilities.DefineMatrix('DOperator', nnodes, nnodes)
MOperator = custom_sympy_fe_utilities.DefineMatrix('MOperator', nnodes, nnodes_master)
# Update counter and clear strings
lhs_string = ""
rhs_string = ""
output_count += 1
number_dof = dim * (nnodes_master + 2 * nnodes)
#Defining the unknowns
u1 = custom_sympy_fe_utilities.DefineMatrix(
'u1', nnodes,
dim) #u1(i,j) is displacement of node i component j at domain 1
u2 = custom_sympy_fe_utilities.DefineMatrix(
'u2', nnodes_master,
dim) #u2(i,j) is displacement of node i component j at domain 2
LM = custom_sympy_fe_utilities.DefineMatrix('LM', nnodes, dim)
NormalGap = custom_sympy_fe_utilities.DefineVector('NormalGap', nnodes)
DOperator = custom_sympy_fe_utilities.DefineMatrix(
'DOperator', nnodes, nnodes)
MOperator = custom_sympy_fe_utilities.DefineMatrix(
'MOperator', nnodes, nnodes_master)
# Define other parameters
# Normal and tangets of the slave
NormalSlave = custom_sympy_fe_utilities.DefineMatrix(
'NormalSlave', nnodes, dim)
X1 = custom_sympy_fe_utilities.DefineMatrix('X1', nnodes, dim)
X2 = custom_sympy_fe_utilities.DefineMatrix('X2', nnodes_master, dim)
x1 = X1 + u1
x2 = X2 + u2
