Exemplo n.º 1
0
 def setUp(self):
     m = TransverseIsotropicPlyMaterial(name='IMA_M21E_MG',
                                        E11=154000.,
                                        E22=8500.,
                                        G12=4200.,
                                        nu12=0.35,
                                        t=0.127,
                                        a11t=0.15e-6,
                                        a22t=28.7e-6,
                                        F11t=2000.,
                                        F11c=1000.,
                                        F22t=50.,
                                        F22c=200.,
                                        F12s=100.)
     sseq1 = [(a, m) for a in [-30, 90, 30, -30, 30, 30, -30, 30, 90, -30]]
     sseq2 = [(a, m) for a in [45, -45, 0, 90, 90, 0, -45, 45]]
     self.lam1 = MembraneLaminate(sseq1)
     self.lam2 = MembraneLaminate(sseq2)
Exemplo n.º 2
0
 def setUp(self):
     m = TransverseIsotropicPlyMaterial(name='IMA_M21E_MG',
                                        E11=154000.,
                                        E22=8500.,
                                        G12=4200.,
                                        nu12=0.35,
                                        t=0.127,
                                        a11t=0.15e-6,
                                        a22t=28.7e-6,
                                        F11t=2000.,
                                        F11c=1000.,
                                        F22t=50.,
                                        F22c=200.,
                                        F12s=100.)
     #sseq = [(a, m) for a in [45,-45,0,90,0,90,0,-45,45]]
     sseq = [(a, m) for a in [-30, 90, 30, -30, 30, 30, -30, 30, 90, -30]]
     #self.lam = Laminate(sseq)
     self.mlam = MembraneLaminate(sseq)
     #self.load6 = np.array([-100,-50,34,-21,56,63])
     self.load3 = np.array([100, 0, 0])
     self.dtemp = 0
Exemplo n.º 3
0
 def setUp(self):
     lam = MembraneLaminate([(0, mat)])
     self.psa = PlainStrengthAnalysisA(lam, criterion)