# -*- coding: utf-8 -*-
"""
This module contains the user interface function and class to manage
 material properties that allow definition offine grillage elements.
 The module also contains methods that wraps ```OpenSeesPy``` material object creation.
"""

import json


def create_material(**kwargs):
    """
    User interface function to create :class:`Material` object

    The constructor of :class:`Material` object takes in three types of keyword arguments:

    #. Keyword for looking up the *ospgrillage* material library i.e. mat_lib.json.
    #. General material properties - such as E, and G
    #. Specific arguments of ``OpenSeesPy`` material library.


    :parameter:

    * code (`str`): name string of code according to mat_lib.json
    * type (`str`): Either "concrete" or "steel"
    * grade(`str`): Grade of material according to code

    The following keywords are examples of general material properties:

    :keyword:

    * E (`float`): Elastic modulus
    * G (`float`): Shear modulus

    """
    return Material(**kwargs)


class Material:
    """
    This class stores information and provides methods to parse input material properties into ``OpenSeesPy`` Material
    commands. ``OpenSeesPy`` has two types of material objects, namely UniaxialMaterial and NDMaterial.

    `Here <https://openseespydoc.readthedocs.io/en/latest/src/uniaxialMaterial.html>`_ are the information about OpenSees
    Material objects.

    As *ospgrillage* is mainly intended for bridge decks , concrete and steel makes up the primary
    materials. In turn, UniAxialMaterial object of ``OpenSeesPy`` is wrapped and used by Material class since it contains
    options for Concrete and Steel.

    The Material class also allow users to create codified material properties (e.g. AS5100).
    These material properties are stored in a material library file (mat_lib.json) for which is to the users to pass in
    the appropriate keyword arguments to create the code defined materials.

    Additionally, Material class provides method to create the mat_lib.json file, if file is not found in directory.

    .. note::

        Current version of mat_lib.json is 0.1.0
    """

    def __init__(self, **kwargs):
        """
        The constructor of Material takes in three types of keyword arguments:

        #. Keyword for looking up the *ospgrillage* material library i.e. mat_lib.json.
        #. General material properties - such as E, and G
        #. Material arguments of ```OpenSeesPy```. E.g. Opensees's Steel01 material takes isotropic hardening parameters a1
           to a4.

        The following keywords are for item (1):

        :keyword:

        * code (`str`): name string of code according to mat_lib.json
        * type (`str`): Either "concrete" or "steel"
        * grade(`str`): Grade of material according to code

        The following keywords are examples of general material properties:

        :keyword:

        * E (`float`): Elastic modulus
        * G (`float`): Shear modulus


        For developers wishing to add more material properties:

        #. if the material is a codified material, modify mat_lib.json file by adding the material following its json format.
        #. if the material is a ``OpenSees`` Material that wasn't added previously, first add its properties under :func:`get_mat_args`
            function. Then check the commands in :func:`_write_material` of :class:`OspGrillage` class.

        """
        # Instantiate variables
        self.mat_type = None  # this is the os convention for materials e.g. Concrete01
        self.op_mat_arg = None  # arguments according to OpenSeesPy
        self.units = None  # default SI units
        # assigns variables for all kwargs for codified material types
        self.code = kwargs.get("code", None)
        self.material_type = kwargs.get("material", None)
        self.material_grade = kwargs.get("grade", None)
        # assign generic material properties
        self.elastic_modulus = kwargs.get("E", None)
        self.shear_modulus = kwargs.get("G", None)
        self.poisson_ratio = kwargs.get("v", None)
        self.density = kwargs.get("rho", None)

        # properties for Concrete - symbols according to OpenSees uniaxialMaterial/Concrete
        self.fpc = kwargs.get("fpc", None)
        self.epsc0 = kwargs.get("epsc0", None)
        self.fpcu = kwargs.get("fpcu", None)
        self.epsU = kwargs.get("epsU", None)

        # properties for Steel - symbols according to OpenSees uniaxialMaterial/Steel
        self.Fy = kwargs.get("Fy", None)
        self.E0 = kwargs.get("E0", None)
        self.b = kwargs.get("b", None)  # strain -hardening ratio.
        self.a1 = kwargs.get("a1", None)
        self.a2 = kwargs.get(
            "a2", None
        )  # isotropic hardening parameter , see Ops Steel01
        self.a3 = kwargs.get("a3", None)
        self.a4 = kwargs.get("a4", None)

        # get mat lib file
        self._mat_lib = self._read_mat_lib()
        # process all inputs into relevant inputs for OpenSees material command
        self.parse_material_command()

    def parse_material_command(self):
        """
        Function to parse the material inputs into OpenSeesPy commands - this function is handled by
        :class:`ospgrillage.osp_grillage.OspGrillage`.
        """
        # check if code material is selected, if yes read from material library json
        if self.code:
            self.poisson_ratio = self._mat_lib[self.material_type][self.code][
                self.material_grade
            ]["v"]
            self.elastic_modulus = self._mat_lib[self.material_type][self.code][
                self.material_grade
            ]["E"]
            self.fpc = self._mat_lib[self.material_type][self.code][
                self.material_grade
            ]["fc"]
            self.density = self._mat_lib[self.material_type][self.code][
                self.material_grade
            ]["rho"]
            self.units = self._mat_lib[self.material_type][self.code]["units"]
        else:  # a custom material
            pass

        # perform conversion for units
        if self.units == "SI":
            self.elastic_modulus = self.elastic_modulus * 1e9
            self.fpc = self.fpc * 1e6

        # if G not defined, calculate using formula E/(2(1+v))
        if self.shear_modulus is None:
            self.shear_modulus = self.elastic_modulus / (2 * (1 + self.poisson_ratio))

        if self.material_type == "concrete":
            self.mat_type = (
                "Concrete01"  # default opensees material type to represent concrete
            )
        elif self.material_type == "steel":
            self.mat_type = (
                "Steel01"  # default opensees material type to represent steel
            )

    def get_material_args(self):
        """
        Function to get material arguments. This function is handled by
        :class:`ospgrillage.osp_grillage.OspGrillage`.
        """
        if self.mat_type == "Concrete01":
            self.op_mat_arg = [self.fpc, self.epsc0, self.fpcu, self.epsU]
        elif self.mat_type == "Steel01":
            self.op_mat_arg = [
                self.Fy,
                self.E0,
                self.b,
                self.a1,
                self.a2,
                self.a3,
                self.a4,
            ]

        # TO ADD for MORE materials

        # check if None in entries
        if None in self.op_mat_arg:
            raise Exception(
                "One or more missing/non-numeric parameters for Material: {} ".format(
                    self.mat_type
                )
            )
        return self.mat_type, self.op_mat_arg

    @staticmethod
    def _create_default_dict():
        """
        Function to create the default mat_lib.js file. The default version is 0.0.1.
        Just to make sure the JSON file is formatted correctly
        Note: 1 ksi = 6.89475728 MPa
        """

        mat_lib = {
            "concrete": {
                "AS5100-2017": {
                    "units": "SI",
                    "25MPa": {"fc": 25, "E": 26.7, "v": 0.2, "rho": 2.4e3},
                    "32MPa": {"fc": 32, "E": 30.1, "v": 0.2, "rho": 2.4e3},
                    "40MPa": {"fc": 40, "E": 32.8, "v": 0.2, "rho": 2.4e3},
                    "50MPa": {"fc": 50, "E": 34.8, "v": 0.2, "rho": 2.4e3},
                    "65MPa": {"fc": 65, "E": 37.4, "v": 0.2, "rho": 2.4e3},
                    "80MPa": {"fc": 80, "E": 39.6, "v": 0.2, "rho": 2.4e3},
                    "100MPa": {"fc": 100, "E": 42.2, "v": 0.2, "rho": 2.4e3},
                },
                "AASHTO-LRFD-8th": {
                    "units": "SI",
                    "2.4ksi": {"fc": 16.55, "E": 23.2223, "v": 0.2, "rho": 2.4027e3},
                    "3.0ksi": {"fc": 20.68, "E": 24.997, "v": 0.2, "rho": 2.4027e3},
                    "3.6ksi": {"fc": 24.82, "E": 26.547, "v": 0.2, "rho": 2.4027e3},
                    "4.0ksi": {"fc": 27.58, "E": 27.486, "v": 0.2, "rho": 2.4027e3},
                    "5.0ksi": {"fc": 34.47, "E": 29.587, "v": 0.2, "rho": 2.4027e3},
                    "6.0ksi": {"fc": 41.37, "E": 31.856, "v": 0.2, "rho": 2.4027e3},
                    "7.5ksi": {"fc": 51.71, "E": 34.999, "v": 0.2, "rho": 2.4027e3},
                    "10.0ksi": {"fc": 68.95, "E": 39.8, "v": 0.2, "rho": 2.4027e3},
                    "15.0ksi": {"fc": 103.42, "E": 48.582, "v": 0.2, "rho": 2.4027e3},
                },
            },
            "steel": {
                "AS5100.6-2004": {
                    "units": "SI",
                    "R250N": {"fy": 250, "E": 200.0, "v": 0.25, "rho": 7850},
                    "D500N": {"fy": 500, "E": 200.0, "v": 0.25, "rho": 7850},
                    "D500L": {"fy": 500, "E": 200.0, "v": 0.25, "rho": 7850},
                },
                "AASHTO-LRFD-8th": {
                    "units": "SI",
                    "A615-40": {"fy": 275.8, "E": 200.0, "v": 0.3, "rho": 7849},
                    "A615-60": {"fy": 413.67, "E": 200.0, "v": 0.3, "rho": 7849},
                    "A615-75": {"fy": 517.12, "E": 200.0, "v": 0.3, "rho": 7849},
                    "A615-80": {"fy": 551.58, "E": 200.0, "v": 0.3, "rho": 7849},
                    "A615-100": {"fy": 689.48, "E": 200.0, "v": 0.3, "rho": 7849},
                },
            },
        }

        return mat_lib

    @staticmethod
    def _write_mat_lib(mat_lib):
        """
        Write out the passed material dict
        Not to be used in the ordinary course of events at risk of overwriting
        manual edits to the mat_lib
        Used for initial creation of the mat_lib
        """

        with open("mat_lib.json", "w") as f:
            json.dump(mat_lib, f, indent=4)

    def _read_mat_lib(self):
        mat_lib = {}
        try:
            with open("mat_lib.json", "r") as f:
                mat_lib = json.load(f)
        except (FileNotFoundError, IOError):
            print("Material library unable to be read\nUsing default library")
            mat_lib = self._create_default_dict()
            self._write_mat_lib(mat_lib)
        return mat_lib

    def get_ops_material_command(self, material_tag):
        """
        Function to get ops material command
        :param material_tag: tag of material
        :type material_tag: int
        :return: str of ops material command
        """
        # e.g. concrete01 or steel01
        mat_str = None
        if self.mat_type == "Concrete01" or self.mat_type == "Steel01":
            mat_str = 'ops.uniaxialMaterial("{type}", {tag}, *{vec})\n'.format(
                type=self.mat_type, tag=material_tag, vec=self.op_mat_arg
            )
        return mat_str

# -*- coding: utf-8 -*-
"""
This module contains the user interface function and class to manage
 material properties that allow definition offine grillage elements.
 The module also contains methods that wraps ```OpenSeesPy``` material object creation.
"""

import json


def create_material(**kwargs):
    """
    User interface function to create :class:`Material` object

    The constructor of :class:`Material` object takes in three types of keyword arguments:

    #. Keyword for looking up the *ospgrillage* material library i.e. mat_lib.json.
    #. General material properties - such as E, and G
    #. Specific arguments of ``OpenSeesPy`` material library.


    :parameter:

    * code (`str`): name string of code according to mat_lib.json
    * type (`str`): Either "concrete" or "steel"
    * grade(`str`): Grade of material according to code

    The following keywords are examples of general material properties:

    :keyword:

    * E (`float`): Elastic modulus
    * G (`float`): Shear modulus

    """
    return Material(**kwargs)


class Material:
    """
    This class stores information and provides methods to parse input material properties into ``OpenSeesPy`` Material
    commands. ``OpenSeesPy`` has two types of material objects, namely UniaxialMaterial and NDMaterial.

    `Here <https://openseespydoc.readthedocs.io/en/latest/src/uniaxialMaterial.html>`_ are the information about OpenSees
    Material objects.

    As *ospgrillage* is mainly intended for bridge decks , concrete and steel makes up the primary
    materials. In turn, UniAxialMaterial object of ``OpenSeesPy`` is wrapped and used by Material class since it contains
    options for Concrete and Steel.

    The Material class also allow users to create codified material properties (e.g. AS5100).
    These material properties are stored in a material library file (mat_lib.json) for which is to the users to pass in
    the appropriate keyword arguments to create the code defined materials.

    Additionally, Material class provides method to create the mat_lib.json file, if file is not found in directory.

    .. note::

        Current version of mat_lib.json is 0.1.0
    """

    def __init__(self, **kwargs):
        """
        The constructor of Material takes in three types of keyword arguments:

        #. Keyword for looking up the *ospgrillage* material library i.e. mat_lib.json.
        #. General material properties - such as E, and G
        #. Material arguments of ```OpenSeesPy```. E.g. Opensees's Steel01 material takes isotropic hardening parameters a1
           to a4.

        The following keywords are for item (1):

        :keyword:

        * code (`str`): name string of code according to mat_lib.json
        * type (`str`): Either "concrete" or "steel"
        * grade(`str`): Grade of material according to code

        The following keywords are examples of general material properties:

        :keyword:

        * E (`float`): Elastic modulus
        * G (`float`): Shear modulus


        For developers wishing to add more material properties:

        #. if the material is a codified material, modify mat_lib.json file by adding the material following its json format.
        #. if the material is a ``OpenSees`` Material that wasn't added previously, first add its properties under :func:`get_mat_args`
            function. Then check the commands in :func:`_write_material` of :class:`OspGrillage` class.

        """
        # Instantiate variables
        self.mat_type = None  # this is the os convention for materials e.g. Concrete01
        self.op_mat_arg = None  # arguments according to OpenSeesPy
        self.units = None  # default SI units
        # assigns variables for all kwargs for codified material types
        self.code = kwargs.get("code", None)
        self.material_type = kwargs.get("material", None)
        self.material_grade = kwargs.get("grade", None)
        # assign generic material properties
        self.elastic_modulus = kwargs.get("E", None)
        self.shear_modulus = kwargs.get("G", None)
        self.poisson_ratio = kwargs.get("v", None)
        self.density = kwargs.get("rho", None)

        # properties for Concrete - symbols according to OpenSees uniaxialMaterial/Concrete
        self.fpc = kwargs.get("fpc", None)
        self.epsc0 = kwargs.get("epsc0", None)
        self.fpcu = kwargs.get("fpcu", None)
        self.epsU = kwargs.get("epsU", None)

        # properties for Steel - symbols according to OpenSees uniaxialMaterial/Steel
        self.Fy = kwargs.get("Fy", None)
        self.E0 = kwargs.get("E0", None)
        self.b = kwargs.get("b", None)  # strain -hardening ratio.
        self.a1 = kwargs.get("a1", None)
        self.a2 = kwargs.get(
            "a2", None
        )  # isotropic hardening parameter , see Ops Steel01
        self.a3 = kwargs.get("a3", None)
        self.a4 = kwargs.get("a4", None)

        # get mat lib file
        self._mat_lib = self._read_mat_lib()
        # process all inputs into relevant inputs for OpenSees material command
        self.parse_material_command()

    def parse_material_command(self):
        """
        Function to parse the material inputs into OpenSeesPy commands - this function is handled by
        :class:`ospgrillage.osp_grillage.OspGrillage`.
        """
        # check if code material is selected, if yes read from material library json
        if self.code:
            self.poisson_ratio = self._mat_lib[self.material_type][self.code][
                self.material_grade
            ]["v"]
            self.elastic_modulus = self._mat_lib[self.material_type][self.code][
                self.material_grade
            ]["E"]
            self.fpc = self._mat_lib[self.material_type][self.code][
                self.material_grade
            ]["fc"]
            self.density = self._mat_lib[self.material_type][self.code][
                self.material_grade
            ]["rho"]
            self.units = self._mat_lib[self.material_type][self.code]["units"]
        else:  # a custom material
            pass

        # perform conversion for units
        if self.units == "SI":
            self.elastic_modulus = self.elastic_modulus * 1e9
            self.fpc = self.fpc * 1e6

        # if G not defined, calculate using formula E/(2(1+v))
        if self.shear_modulus is None:
            self.shear_modulus = self.elastic_modulus / (2 * (1 + self.poisson_ratio))

        if self.material_type == "concrete":
            self.mat_type = (
                "Concrete01"  # default opensees material type to represent concrete
            )
        elif self.material_type == "steel":
            self.mat_type = (
                "Steel01"  # default opensees material type to represent steel
            )

    def get_material_args(self):
        """
        Function to get material arguments. This function is handled by
        :class:`ospgrillage.osp_grillage.OspGrillage`.
        """
        if self.mat_type == "Concrete01":
            self.op_mat_arg = [self.fpc, self.epsc0, self.fpcu, self.epsU]
        elif self.mat_type == "Steel01":
            self.op_mat_arg = [
                self.Fy,
                self.E0,
                self.b,
                self.a1,
                self.a2,
                self.a3,
                self.a4,
            ]

        # TO ADD for MORE materials

        # check if None in entries
        if None in self.op_mat_arg:
            raise Exception(
                "One or more missing/non-numeric parameters for Material: {} ".format(
                    self.mat_type
                )
            )
        return self.mat_type, self.op_mat_arg

    @staticmethod
    def _create_default_dict():
        """
        Function to create the default mat_lib.js file. The default version is 0.0.1.
        Just to make sure the JSON file is formatted correctly
        Note: 1 ksi = 6.89475728 MPa
        """

        mat_lib = {
            "concrete": {
                "AS5100-2017": {
                    "units": "SI",
                    "25MPa": {"fc": 25, "E": 26.7, "v": 0.2, "rho": 2.4e3},
                    "32MPa": {"fc": 32, "E": 30.1, "v": 0.2, "rho": 2.4e3},
                    "40MPa": {"fc": 40, "E": 32.8, "v": 0.2, "rho": 2.4e3},
                    "50MPa": {"fc": 50, "E": 34.8, "v": 0.2, "rho": 2.4e3},
                    "65MPa": {"fc": 65, "E": 37.4, "v": 0.2, "rho": 2.4e3},
                    "80MPa": {"fc": 80, "E": 39.6, "v": 0.2, "rho": 2.4e3},
                    "100MPa": {"fc": 100, "E": 42.2, "v": 0.2, "rho": 2.4e3},
                },
                "AASHTO-LRFD-8th": {
                    "units": "SI",
                    "2.4ksi": {"fc": 16.55, "E": 23.2223, "v": 0.2, "rho": 2.4027e3},
                    "3.0ksi": {"fc": 20.68, "E": 24.997, "v": 0.2, "rho": 2.4027e3},
                    "3.6ksi": {"fc": 24.82, "E": 26.547, "v": 0.2, "rho": 2.4027e3},
                    "4.0ksi": {"fc": 27.58, "E": 27.486, "v": 0.2, "rho": 2.4027e3},
                    "5.0ksi": {"fc": 34.47, "E": 29.587, "v": 0.2, "rho": 2.4027e3},
                    "6.0ksi": {"fc": 41.37, "E": 31.856, "v": 0.2, "rho": 2.4027e3},
                    "7.5ksi": {"fc": 51.71, "E": 34.999, "v": 0.2, "rho": 2.4027e3},
                    "10.0ksi": {"fc": 68.95, "E": 39.8, "v": 0.2, "rho": 2.4027e3},
                    "15.0ksi": {"fc": 103.42, "E": 48.582, "v": 0.2, "rho": 2.4027e3},
                },
            },
            "steel": {
                "AS5100.6-2004": {
                    "units": "SI",
                    "R250N": {"fy": 250, "E": 200.0, "v": 0.25, "rho": 7850},
                    "D500N": {"fy": 500, "E": 200.0, "v": 0.25, "rho": 7850},
                    "D500L": {"fy": 500, "E": 200.0, "v": 0.25, "rho": 7850},
                },
                "AASHTO-LRFD-8th": {
                    "units": "SI",
                    "A615-40": {"fy": 275.8, "E": 200.0, "v": 0.3, "rho": 7849},
                    "A615-60": {"fy": 413.67, "E": 200.0, "v": 0.3, "rho": 7849},
                    "A615-75": {"fy": 517.12, "E": 200.0, "v": 0.3, "rho": 7849},
                    "A615-80": {"fy": 551.58, "E": 200.0, "v": 0.3, "rho": 7849},
                    "A615-100": {"fy": 689.48, "E": 200.0, "v": 0.3, "rho": 7849},
                },
            },
        }

        return mat_lib

    @staticmethod
    def _write_mat_lib(mat_lib):
        """
        Write out the passed material dict
        Not to be used in the ordinary course of events at risk of overwriting
        manual edits to the mat_lib
        Used for initial creation of the mat_lib
        """

        with open("mat_lib.json", "w") as f:
            json.dump(mat_lib, f, indent=4)

    def _read_mat_lib(self):
        mat_lib = {}
        try:
            with open("mat_lib.json", "r") as f:
                mat_lib = json.load(f)
        except (FileNotFoundError, IOError):
            print("Material library unable to be read\nUsing default library")
            mat_lib = self._create_default_dict()
            self._write_mat_lib(mat_lib)
        return mat_lib

    def get_ops_material_command(self, material_tag):
        """
        Function to get ops material command
        :param material_tag: tag of material
        :type material_tag: int
        :return: str of ops material command
        """
        # e.g. concrete01 or steel01
        mat_str = None
        if self.mat_type == "Concrete01" or self.mat_type == "Steel01":
            mat_str = 'ops.uniaxialMaterial("{type}", {tag}, *{vec})\n'.format(
                type=self.mat_type, tag=material_tag, vec=self.op_mat_arg
            )
        return mat_str

# -*- coding: utf-8 -*- This module contains the user interface function and class to manage  material properties that allow definition offine grillage elements.  The module also contains methods that wraps ```OpenSeesPy``` material object creation. User interface function to create :class:`Material` object      The constructor of :class:`Material` object takes in three types of keyword arguments:      #. Keyword for looking up the *ospgrillage* material library i.e. mat_lib.json.     #. General material properties - such as E, and G     #. Specific arguments of ``OpenSeesPy`` material library.       :parameter:      * code (`str`): name string of code according to mat_lib.json     * type (`str`): Either "concrete" or "steel"     * grade(`str`): Grade of material according to code      The following keywords are examples of general material properties:      :keyword:      * E (`float`): Elastic modulus     * G (`float`): Shear modulus This class stores information and provides methods to parse input material properties into ``OpenSeesPy`` Material     commands. ``OpenSeesPy`` has two types of material objects, namely UniaxialMaterial and NDMaterial.      `Here <https://openseespydoc.readthedocs.io/en/latest/src/uniaxialMaterial.html>`_ are the information about OpenSees     Material objects.      As *ospgrillage* is mainly intended for bridge decks , concrete and steel makes up the primary     materials. In turn, UniAxialMaterial object of ``OpenSeesPy`` is wrapped and used by Material class since it contains     options for Concrete and Steel.      The Material class also allow users to create codified material properties (e.g. AS5100).     These material properties are stored in a material library file (mat_lib.json) for which is to the users to pass in     the appropriate keyword arguments to create the code defined materials.      Additionally, Material class provides method to create the mat_lib.json file, if file is not found in directory.      .. note::          Current version of mat_lib.json is 0.1.0 The constructor of Material takes in three types of keyword arguments:          #. Keyword for looking up the *ospgrillage* material library i.e. mat_lib.json.         #. General material properties - such as E, and G         #. Material arguments of ```OpenSeesPy```. E.g. Opensees's Steel01 material takes isotropic hardening parameters a1            to a4.          The following keywords are for item (1):          :keyword:          * code (`str`): name string of code according to mat_lib.json         * type (`str`): Either "concrete" or "steel"         * grade(`str`): Grade of material according to code          The following keywords are examples of general material properties:          :keyword:          * E (`float`): Elastic modulus         * G (`float`): Shear modulus           For developers wishing to add more material properties:          #. if the material is a codified material, modify mat_lib.json file by adding the material following its json format.         #. if the material is a ``OpenSees`` Material that wasn't added previously, first add its properties under :func:`get_mat_args`             function. Then check the commands in :func:`_write_material` of :class:`OspGrillage` class. # Instantiate variables # this is the os convention for materials e.g. Concrete01 # arguments according to OpenSeesPy # default SI units # assigns variables for all kwargs for codified material types # assign generic material properties # properties for Concrete - symbols according to OpenSees uniaxialMaterial/Concrete # properties for Steel - symbols according to OpenSees uniaxialMaterial/Steel # strain -hardening ratio. # isotropic hardening parameter , see Ops Steel01 # get mat lib file # process all inputs into relevant inputs for OpenSees material command Function to parse the material inputs into OpenSeesPy commands - this function is handled by         :class:`ospgrillage.osp_grillage.OspGrillage`. # check if code material is selected, if yes read from material library json # a custom material # perform conversion for units # if G not defined, calculate using formula E/(2(1+v)) # default opensees material type to represent concrete # default opensees material type to represent steel Function to get material arguments. This function is handled by         :class:`ospgrillage.osp_grillage.OspGrillage`. # TO ADD for MORE materials # check if None in entries Function to create the default mat_lib.js file. The default version is 0.0.1.         Just to make sure the JSON file is formatted correctly         Note: 1 ksi = 6.89475728 MPa Write out the passed material dict         Not to be used in the ordinary course of events at risk of overwriting         manual edits to the mat_lib         Used for initial creation of the mat_lib Function to get ops material command         :param material_tag: tag of material         :type material_tag: int         :return: str of ops material command # e.g. concrete01 or steel01