def load(self, collapseload = True):
''' The load vector (due to the boundary conditions)'''
delta = self.delta
dik = delta / (1j * self.k)
B = self.B
# todo - check the cross terms. Works okay with delta = 1/2.
GB = self.loadassembly.assemble([[(1-delta) * B, (1-delta) *B],
[-dik* B, -dik *B]])
# GB = self.loadassembly.assemble([[-(1-delta) * B, (1-delta) *B],
# [dik* B, -dik *B]])
# print 'GB', self.entity, GB.tocsr()
return pms.sumrhs(self.mesh, GB) if collapseload else pms.sumleftfaces(self.mesh,GB)
def __init__(self, compinfo, skelcompinfo, skelftob, sd, tracebc):
self.volumeassembly = skelcompinfo.volumeAssembly()
self.traceassembly = compinfo.faceAssembly(compinfo.faceVandermondes(skelftob))
self.sd = sd
self.EM = pms.ElementMatrices(skelcompinfo.problem.mesh)
self.sumleft = lambda G: pms.sumleftfaces(compinfo.problem.mesh, G)
self.tracebc = tracebc
# skeletob = skelcompinfo.basis
# indicesandsizes = np.vstack((skeletob.getIndices()[:-1], skeletob.getSizes())).T
# localindicesandsizes = indicesandsizes[np.array(self.EM.I.diagonal(), dtype=bool)]
etob = compinfo.basis
indicesandsizes = np.vstack((etob.getIndices()[:-1], etob.getSizes())).T
localindicesandsizes = indicesandsizes[compinfo.problem.mesh.partition]
self.idxs = np.concatenate([np.arange(i, i + s, dtype=int) for (i, s) in localindicesandsizes])
def trace(self):
''' projects onto the space spanned by the bdyinfo '''
return pms.sumleftfaces(self.mesh, )
