Exemple #1
0
    def get_output_data(self):

        case_name = self.case_name
        output_filepath = os.path.join(os.getcwd(), case_name,
                                       self.output_filepath)
        input_filepath = os.path.join(os.getcwd(), case_name,
                                      self.input_filepath)

        pan_cp = []

        #Read the output file only if it exists and its last modification date is older than input file one
        while (not os.path.isfile(output_filepath)):
            pass

        while (os.path.getmtime(output_filepath) <=
               os.path.getmtime(input_filepath)):
            pass

        #Read the output file and store Cp and normal vector components
        with open(output_filepath) as f:
            lines = f.readlines()
            lines = [i.split() for i in lines]
            results_begin = lines.index(['0*b*solution'])
            results_end = lines.index([
                'full', 'configuration', 'forces', 'and', 'moments', 'summary'
            ])

            for line in lines:
                #Get panel pressure coefficients
                if len(line) > 1 and lines.index(
                        line) > results_begin and lines.index(
                            line) < results_end and len(
                                lines[lines.index(line) - 1]) == 0:
                    if isint(line[0]) and isint(line[1]):
                        pan_cp.append([
                            float(lines[lines.index(line) + 1][10]),
                            float(line[10]),
                            float(line[11]),
                            float(line[12])
                        ])

                #Get full configuration lift and induced drag coefficients
                if len(line) > 2:
                    if line[0] == 'full' and line[
                            1] == 'configuration' and line[2] == 'forces':
                        i = lines.index(line)
                        CL = lines[i + 11][3]
                        CDi = lines[i + 11][4]

        output_data = {}

        output_data['pan_cp'] = pan_cp
        output_data['CL'] = CL
        output_data['CDi'] = CDi

        return output_data
    def get_aero_dimensions(self):

        apoints_coord = []
        network_info = []

        #Write the aerodynamic grid points coordinates into a list
        with open(self.aero_template) as f:
            lines = f.readlines()
            lines = [i.split() for i in lines]

            points = 0
            pans = 0

            for line in lines:
                #Get aerodynamic grid points coordinates
                if all(isfloat(item) for item in line):
                    if len(line) == 3:
                        apoints_coord.append(
                            [float(line[0]),
                             float(line[1]),
                             float(line[2])])
                    if len(line) == 6:
                        apoints_coord.append(
                            [float(line[0]),
                             float(line[1]),
                             float(line[2])])
                        apoints_coord.append(
                            [float(line[3]),
                             float(line[4]),
                             float(line[5])])

                #Get network information
                if len(line) > 1:
                    if isint(line[0]):
                        network_info.append([
                            int(line[0]),
                            int(line[2]),
                            int(line[1]),
                            int(points),
                            int(pans)
                        ])
                        points = points + int(line[2]) * int(line[1])
                        pans = pans + (int(line[2]) - 1) * (int(line[1]) - 1)

        apoints_coord = np.asarray(apoints_coord)
        na = len(apoints_coord)

        apoints_coord_unique = np.unique(apoints_coord, axis=0)
        na_unique = len(apoints_coord_unique)

        #Dictionary containing aerodynamic problem data
        aero_dimensions = {}
        aero_dimensions['na'] = na
        aero_dimensions['na_unique'] = na_unique
        aero_dimensions['network_info'] = network_info

        return aero_dimensions
Exemple #3
0
    def get_output_data(self):

        #Read the punch and output files only if they exist and their last modification date is older than input file one

        while(not os.path.isfile(self.output_filepath)): pass

        while(os.path.getmtime(self.output_filepath) <= os.path.getmtime(self.input_filepath)): pass

        while(not os.path.isfile(self.output_file)): pass

        while(os.path.getmtime(self.output_file) <= os.path.getmtime(self.input_filepath)): pass

        phi = np.zeros((3*self.ns_all,self.M))

        eigval = []

        gen_mass = []

        mass = 0.

        M = self.M

        ns_all = self.ns_all

        free_free = self.free_free

        #Number of rigid modes (offset) according to the free-free condition
        if free_free:
            rigid_num = 6
        else: rigid_num = 0

        #Total normal mode counter (including rigid ones)
        total_eig_count = 0

        #Normal mode counter (elastic)
        eig_count = 0

        #Boolean that indicates whether a mode is flexible or not
        flexible = False

        #Read the Nastran punch file (.pnh) and extract eigenvalues and eigenvectors
        with open(self.output_filepath) as f:
            lines = f.readlines()
            lines = [i.split() for i in lines]

            for i in range(len(lines)):
                if len(lines[i]) > 1:
                    if lines[i][0] == '$EIGENVALUE':
                        total_eig_count += 1
                        #Store the eignevalue if it is a flexible mode and set flexible flag to True
                        if len(eigval) < M and total_eig_count > rigid_num:
                            eigval.append(float(lines[i][2]))
                            eig_count += 1
                            flexible = True

                        elif len(eigval) >=M:
                            flexible = False
                            break

                        else:
                            flexible = False

                    #Write eigenvectors onto phi if the node belongs to the total node list and the mode is flexible
                    elif lines[i][0] in self.node_id_all and lines[i][1] == 'G' and flexible:
                        j = self.node_id_all.index(lines[i][0])
                        phi[j][(eig_count-1)] = lines[i][2]
                        phi[j+ns_all][(eig_count-1)] = lines[i][3]
                        phi[j+2*ns_all][(eig_count-1)] = lines[i][4]

        #Normalize eigenvectors so that the maximum component equals 1
        for i in range(M):
            max_phi = phi[:,i:i+1].max()
            min_phi = phi[:,i:i+1].min()

            if abs(max_phi) > abs(min_phi):
                max_abs_phi = max_phi
            else:
                max_abs_phi = min_phi

            phi[:,i:i+1] = phi[:,i:i+1]/max_abs_phi

        #Read the Nastran output file (.out) and extract the total mass of the structure (M) and the generalized masses
        with open(self.output_file) as f:
            lines = f.readlines()
            lines = [i.split() for i in lines]

        #Flag that indicates where the modal results start
        eigen = False

        for i in range(len(lines)):
            if len(lines[i]) > 5:
                if lines[i][4] == 'MASS' and lines[i][5] == 'X-C.G.':
                    mass = float(lines[i+1][1].replace('D', 'E'))

                #Set modal results flag to true
                if lines[i][0] == 'MODE' and lines[i][2] == 'EIGENVALUE':
                    eigen = True

                #Write the generalized masses into a list if their frequency is greater than 0.01 Hz (not a rigid body mode)
                if isint(lines[i][0]) and isint(lines[i][1]):
                    if eigen == True and len(gen_mass) < M and np.sqrt(abs(float(lines[i][2])))/(math.pi) > 0.01:
                        gen_mass.append(float(lines[i][5]))

                elif len(gen_mass) >=M:
                    break

        #Save the eigenvalues and generalized masses lists as numpy arrays
        eigval = np.asarray(eigval)
        gen_mass = np.asarray(gen_mass)

        output_data = {}

        output_data['phi'] = phi
        output_data['eigval'] = eigval
        output_data['gen_mass'] = gen_mass
        output_data['mass'] = mass

        return output_data
with open(pnh) as f:
    lines = f.readlines()
    lines = [i.split() for i in lines]

    for i in range(len(lines)):
        if len(lines[i]) > 1:

            #Write nodal displacements onto u if the node belongs to the outer surface
            if lines[i][1] == 'G':
                displ[int(lines[i][0])] = [
                    float(lines[i][2]),
                    float(lines[i][3]),
                    float(lines[i][4])
                ]

            if isint(lines[i][0]) and isfloat(lines[i][1]):
                #Store stresses only if the element is of shell type:
                if lines[i + 1][0] == '-CONT-' and lines[
                        i + 2][0] == '-CONT-' and lines[
                            i + 3][0] == '-CONT-' and lines[
                                i +
                                4][0] == '-CONT-' and lines[i +
                                                            5][0] == '-CONT-':
                    #Write shell principal stresses (upper and lower shell faces)
                    principal_stress_1[int(lines[i][0])] = (float(
                        lines[i + 1][3]), float(lines[i + 2][1]))
                    principal_stress_2[int(lines[i][0])] = (float(
                        lines[i + 4][2]), float(lines[i + 4][3]))

#Store the maximum von Mises stress between the upper and lower surface
for elm_id in elm.keys():
    def get_output_data(self):

        #Read the punch and output files only if they exist and their last modified date is older than input file one

        while(not os.path.isfile(self.output_filepath)): pass

        while(os.path.getmtime(self.output_filepath) <= os.path.getmtime(self.input_filepath)): pass

        while(not os.path.isfile(self.output_file)): pass

        while(os.path.getmtime(self.output_file) <= os.path.getmtime(self.input_filepath)): pass

        u = np.zeros((self.ns,3))

        shell_stress = []

        mass = 0.

        #Read the Nastran punch file (.pnh) and extract displacement and stress data
        with open(self.output_filepath) as f:
            lines = f.readlines()
            lines = [i.split() for i in lines]

            for i in range(len(lines)):
                if len(lines[i]) > 1:

                    #Write nodal displacements onto u if the node belongs to the outer surface
                    if lines[i][0] in self.node_id and lines[i][1] == 'G':
                        u[self.node_id.index(lines[i][0])][0] = lines[i][2]
                        u[self.node_id.index(lines[i][0])][1] = lines[i][3]
                        u[self.node_id.index(lines[i][0])][2] = lines[i][4]

                    if isint(lines[i][0]) and isfloat(lines[i][1]):
                        if lines[i] is not lines[-2]:
                            if lines[i+2][0] == '-CONT-':
                                #Store stresses only if the element is of shell type:
                                if lines[i+1][0] == '-CONT-' and lines[i+2][0] == '-CONT-' and lines[i+3][0] == '-CONT-' and lines[i+4][0] == '-CONT-' and lines[i+5][0] == '-CONT-':
                                    #Write shell principal stresses onto a list (upper and lower shell faces)
                                    shell_stress.append(((float(lines[i+1][3]), float(lines[i+2][1])), (float(lines[i+4][2]), float(lines[i+4][3]))))

        #Compute the Von Mises Stress on the structure
        VM = []

        for s in shell_stress:
            VM.append(np.sqrt(s[0][0]**2 - s[0][0]*s[0][1] + s[0][1]**2))
            VM.append(np.sqrt(s[1][0]**2 - s[1][0]*s[1][1] + s[1][1]**2))

        VMStress = np.asarray(VM)

        #Read the Nastran output file (.out) and extract the total mass of the structure (M)
        with open(self.output_file) as f:
            lines = f.readlines()
            lines = [i.split() for i in lines]

            for i in range(len(lines)):
                if len(lines[i]) > 4:
                    if lines[i][4] == 'MASS' and lines[i][5] == 'X-C.G.':
                        mass = float(lines[i+1][1].replace('D', 'E'))

        output_data = {}

        output_data['u'] = u
        output_data['VMStress'] = VMStress
        output_data['mass'] = mass

        return output_data