Material.m

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namespace models{
namespace beam{


/* (Autoinserted by mtoc++)
 * This source code has been filtered by the mtoc++ executable,
 * which generates code that can be processed by the doxygen documentation tool.
 *
 * On the other hand, it can neither be interpreted by MATLAB, nor can it be compiled with a C++ compiler.
 * Except for the comments, the function bodies of your M-file functions are untouched.
 * Consequently, the FILTER_SOURCE_FILES doxygen switch (default in our Doxyfile.template) will produce
 * attached source files that are highly readable by humans.
 *
 * Additionally, links in the doxygen generated documentation to the source code of functions and class members refer to
 * the correct locations in the source code browser.
 * However, the line numbers most likely do not correspond to the line numbers in the original MATLAB source files.
 */

class Material
  :public handle {
    public:

        d_a = 457e-3;
        s = 40e-3;
        iso = 400e-3;
        mantel = 1e-3;
        rho = "[]";
        rho_iso = 100;
        rho_mantel = 7850;
        rho_med = 20;
        ny = 0.3;
        E = "[]";
        p = 50 * 1e5;
    public:

        A;

        Iy;

        Iz;

        It;

        G;

        k;

        q_plus;

        
    public:

        Material(raw_mat) {

            /*  #   MAT NR <rho>    <A>         <E>         <Iy/In>     <Iz/Ib>         <It>        <G>     <k>     <c_th>  <kappa> <alpha> */
            this.rho= raw_mat(1);
            this.E= raw_mat(3);

            /*  Compute standard dependencies */
            this.updateDependentValues;

            /*  Overwrite with custom settings from file here..
             * [...] */
        }
    private:

        function  updateDependentValues() {
            r_a = 0.5 * this.d_a;
            r_i = r_a - this.s;
            /*  Querschnittsfläche für Balken */
            this.A= pi * ( r_a^2 - r_i^2 );
            /*  Flächenträgheitsmoment für Balken */
            this.Iy= 0.25 * pi * ( r_a^4 - r_i^4 );
            this.Iz= this.Iy;

            /*  Torsionsträgheitsmoment für Balken */
            this.It= 2 * this.Iy;
            /*  Schubmodul für Balken */
            this.G= this.E / ( 2*(1+this.ny) );
            /*  Schubkorrekturfaktor für Balken */
            m_tmp = r_i / r_a;
            this.k= 6*(1+this.ny)*(1+m_tmp^2)^2 / ( (7+6*this.ny)*(1+m_tmp^2)^2 + (20+12*this.ny)*m_tmp^2);

            /*  Berechnung der durch Medium und Dämmung verursachten zusätzlichen Steckenlast */
            this.q_plus= pi * ( r_i^2 * this.rho_med + ( (r_a + this.iso)^2 - r_a^2 ) * this.rho_iso + ( (r_a + this.iso + this.mantel)^2 - (r_a + this.iso)^2) * this.rho_mantel );
        }
};
}
}