コード例 #1
0
ファイル: CCalcul.cs プロジェクト: 777ondro/sw-en
        C_NAD m_objNAD = new C_NAD(); // doriesit konstruktor a naplnenie Mat

        #endregion Fields

        #region Constructors

        public CCalcul()
        {
            // Basic Cross-section Data and Classification
            // s niektorymi objektami potrebujem pracovat aj dalej, takze by to malo byt inak :-/
            // Mat jednu triedu, vytvarat jej objekt ako clensky v tejto triede a volat rozne konštruktory podla ECrScShType ???- zbytocne vela premennych - rozne typy maju rozne dáta

            switch (m_eCrScType)
            {
                case ECrScShType1.eCrScType_I: // I and H - section
                    {
                        C_GEO___I objGeo = new C_GEO___I(m_eSym, m_eProd);
                        C_MAT___I objMat = new C_MAT___I(objGeo, m_eSym);
                        C_ADD___I objAdd = new C_ADD___I(m_objNAD, objGeo, objMat, m_objCrSc, m_eSym, m_eProd);
                        C_STR___I objStr = new C_STR___I(m_objIFO, objGeo, m_objCrSc, m_eSym);
                        C___I objClass = new C___I(objGeo, objMat,m_objIFO,m_objNAD,objStr,m_eSym,m_eProd);

                        if (objClass.m_iClass == 4)
                        {
                            C___I4 objC___I4 = new C___I4(m_objCrSc, objGeo, m_objIFO, objStr, objClass, objMat, objAdd, m_eSym);
                        }

                        break;
                    }
                case ECrScShType1.eCrScType_C:  // C and U (channel) - section
                    {
                        C_GEO___U objGeo = new C_GEO___U(m_eProd);
                        C_MAT___U objMat = new C_MAT___U(objGeo, m_eSym);
                        C_ADD___U objAdd = new C_ADD___U(m_objNAD, objGeo, objMat, m_objCrSc, m_eProd);
                        C_STR___U objStr = new C_STR___U(m_objIFO, objGeo, m_objCrSc);
                        C___U objClass = new C___U(objGeo, objMat, m_objIFO, m_objNAD, objStr);

                        if (objClass.m_iClass == 4)
                        {
                            C___U4 objC___U4 = new C___U4(m_objCrSc, objGeo, m_objIFO, objStr, objClass, objMat, objAdd);
                        }

                        break;
                    }
                case ECrScShType1.eCrScType_L:   // L (angle) - section , equal and unequal
                    {
                        C_GEO___L objGeo = new C_GEO___L(m_eSym, m_eProd);
                        C_MAT___L objMat = new C_MAT___L(objGeo, m_eSym);
                        C_ADD___L objAdd = new C_ADD___L(m_objNAD, objGeo, objMat, m_objCrSc, m_eSym, m_eProd);
                        C_STR___L objStr = new C_STR___L(m_objIFO, objGeo, m_objCrSc, m_eSym);
                        C___L objClass = new C___L(objGeo, objMat, objStr);

                        if (objClass.m_iClass == 4)
                        {
                            C___L4 objC___L4 = new C___L4(m_objCrSc, objGeo, m_objIFO, objStr, objClass, objMat, objAdd, m_eSym);
                        }

                        break;
                    }
                case ECrScShType1.eCrScType_T:   // T - section
                    {
                        /*
                        C_GEO___T objGeo = new C_GEO___I(m_eSym, m_eProd);
                        C_MAT___T objMat = new C_MAT___I(objGeo, m_eSym);
                        C_ADD___I objAdd = new C_ADD___I(m_objNAD, objGeo, objMat, m_objCrSc, m_eSym, m_eProd);
                        C_STR___I objStr = new C_STR___I(m_objIFO, objGeo, m_objCrSc, m_eSym);
                        C___I objC___I = new C___I(objGeo, objMat, m_objIFO, m_objNAD, objStr, m_eSym, m_eProd);

                        if (objC___I.m_iClass == 4)
                        {
                            C___I4 objC___I4 = new C___I4(m_objCrSc, objGeo, m_objIFO, objStr, objC___I, objMat, objAdd, m_eSym);
                        }
                        */

                        break;
                    }
                case ECrScShType1.eCrScType_HL:   // HoLLow / box - section, hollow - section (square and rectangular)
                    {
                        C_GEO__HL objGeo = new C_GEO__HL(m_eProd);
                        C_MAT__HL objMat = new C_MAT__HL(objGeo, m_eProd);
                        C_ADD__HL objAdd = new C_ADD__HL(m_objNAD, objGeo, objMat, m_objCrSc, m_eProd);
                        C_STR__HL objStr = new C_STR__HL(m_objIFO, objGeo, m_objCrSc, m_eProd);
                        C__HL objClass = new C__HL(objGeo, objMat, m_objIFO, m_objNAD, objStr, m_eSym, m_eProd);

                        if (objClass.m_iClass == 4)
                        {
                            C__HL4 objC__HL4 = new C__HL4(m_objCrSc, objGeo, m_objIFO, objStr, objClass, objMat, objAdd, m_eProd);
                        }

                        break;
                    }
                case ECrScShType1.eCrScType_FB:   // Flat Bar
                    {
                        /*
                        C_GEO___I objGeo = new C_GEO___I(m_eSym, m_eProd);
                        C_MAT___I objMat = new C_MAT___I(objGeo, m_eSym);
                        C_ADD___I objAdd = new C_ADD___I(m_objNAD, objGeo, objMat, m_objCrSc, m_eSym, m_eProd);
                        C_STR___I objStr = new C_STR___I(m_objIFO, objGeo, m_objCrSc, m_eSym);
                        C___I objC___I = new C___I(objGeo, objMat, m_objIFO, m_objNAD, objStr, m_eSym, m_eProd);

                        if (objC___I.m_iClass == 4)
                        {
                            C___I4 objC___I4 = new C___I4(m_objCrSc, objGeo, m_objIFO, objStr, objC___I, objMat, objAdd, m_eSym);
                        }
                         */
                        break;
                    }
                case ECrScShType1.eCrScType_RB:   // Round Bar
                    {
                        /*
                        C_GEO___I objGeo = new C_GEO___I(m_eSym, m_eProd);
                        C_MAT___I objMat = new C_MAT___I(objGeo, m_eSym);
                        C_ADD___I objAdd = new C_ADD___I(m_objNAD, objGeo, objMat, m_objCrSc, m_eSym, m_eProd);
                        C_STR___I objStr = new C_STR___I(m_objIFO, objGeo, m_objCrSc, m_eSym);
                        C___I objC___I = new C___I(objGeo, objMat, m_objIFO, m_objNAD, objStr, m_eSym, m_eProd);

                        if (objC___I.m_iClass == 4)
                        {
                            C___I4 objC___I4 = new C___I4(m_objCrSc, objGeo, m_objIFO, objStr, objC___I, objMat, objAdd, m_eSym);
                        }*/

                        break;
                    }
                case ECrScShType1.eCrScType_TU:   // TUbe
                    {
                        C_GEO__TU objGeo = new C_GEO__TU(m_eProd);
                        C_MAT__TU objMat = new C_MAT__TU(objGeo);
                        C_ADD__TU objAdd = new C_ADD__TU(m_objNAD, objGeo, objMat, m_objCrSc, m_eProd);
                        C_STR__TU objStr = new C_STR__TU(m_objIFO, objGeo, m_objCrSc);
                        C__TU objC__TU = new C__TU(objGeo, objMat, m_objIFO, m_objNAD, objStr);

                        if (objC__TU.m_iClass == 4)
                        {
                          //Error
                        }

                        break;
                    }
                default:
                    {

                        break;
                    }
            }

            // Cross-section Design

            // Stability Design

            // Nasleduje if / else pre urcenie spravneho posudku ktory sa ma vytvorit
            // objekty CH_10000 - CH_90000
        }
コード例 #2
0
ファイル: C___L4.cs プロジェクト: 777ondro/sw-en
        public C___L4(CCrSc objCrSc, C_GEO___L objGeo, C_IFO objIFO, C_STR___L objStr, C___L objC__L, C_MAT___L objMat, C_ADD___L objAdd, ECrScSymmetry1 eSym)
        {
            //  EN 1993-1-5,Table 4.2
            GetEff_OUT(objStr.m_fSP_Sigma_x_Ed[2],
                                    Math.Min(objStr.m_fSP_Sigma_x_Ed[0], objStr.m_fSP_Sigma_x_Ed[1]),
                                    objGeo.m_fc_a,
                                    objGeo.m_ft_a,
                                    objMat.FEps,
                                    fSigma_1_a,
                                    fSigma_2_a,
                                    fPsi_a,
                                    fk_Sigma_a,
                                    fLambda_rel_p_a,
                                    fRho_a,
                                    fb_eff_a,
                                    fb_red_a,
                                    fb_em_a,
                                    objMat.BStainlessS);

            // EN 1993-1-5,Table 4.2
            GetEff_OUT(objStr.m_fSP_Sigma_x_Ed[4],
                                    Math.Min(objStr.m_fSP_Sigma_x_Ed[5], objStr.m_fSP_Sigma_x_Ed[6]),
                                    objGeo.m_fc_b,
                                    objGeo.m_ft_b,
                                    objMat.FEps,
                                    fSigma_1_b,
                                    fSigma_2_b,
                                    fPsi_b,
                                    fk_Sigma_b,
                                    fLambda_rel_p_b,
                                    fRho_b,
                                    fb_eff_b,
                                    fb_red_b,
                                    fb_em_b,
                                    objMat.BStainlessS);

            if (fb_red_a > 0.0f || fb_red_b > 0.0f)
            {
                m_fA_eff = objCrSc.m_fA - fb_red_a * objGeo.m_ft_a - fb_red_b * objGeo.m_ft_b;
                fz_eff_c = (objCrSc.m_fA * objCrSc.m_fz_S -
                            fb_red_a * objGeo.m_ft_a * (objGeo.m_fh - fb_em_a) -
                            fb_red_b * objGeo.m_ft_b * objGeo.m_ft_b / 2.0f
                           ) / m_fA_eff;

                fy_eff_c = (objCrSc.m_fA * objCrSc.m_fy_S -
                            fb_red_a * objGeo.m_ft_a * objGeo.m_ft_a / 2.0f -
                            fb_red_b * objGeo.m_ft_b * (objGeo.m_fb - fb_em_b)
                           ) / m_fA_eff;

                m_fI_eff_yy = objCrSc.m_fI_yy +
                            objCrSc.m_fA * sqr(fz_eff_c - objCrSc.m_fz_S) -
                            objGeo.m_ft_a * (float)Math.Pow(fb_red_a, 3) / 12.0f -
                            fb_red_a * objGeo.m_ft_a * sqr(objGeo.m_fh - fb_em_a - fz_eff_c) -
                            fb_red_b * (float)Math.Pow(objGeo.m_ft_b, 3) / 12.0f -
                            fb_red_b * objGeo.m_ft_b * sqr(fz_eff_c - objGeo.m_ft_b / 2.0f);

                m_fI_eff_zz = objCrSc.m_fI_zz +
                            objCrSc.m_fA * sqr(fy_eff_c - objCrSc.m_fy_S) -
                            (float)Math.Pow(objGeo.m_ft_a, 3) * fb_red_a / 12.0f -
                            fb_red_a * objGeo.m_ft_a * sqr(fy_eff_c - objGeo.m_ft_a / 2.0f) -
                            (float)Math.Pow(fb_red_b, 3) * objGeo.m_ft_b / 12.0f -
                            fb_red_b * objGeo.m_ft_b * sqr(objGeo.m_fb - fb_em_b - fy_eff_c);

                m_fI_eff_yz = objCrSc.m_fI_yz + objCrSc.m_fA * (objCrSc.m_fy_S - fy_eff_c) * (fz_eff_c - objCrSc.m_fz_S) -
                            fb_red_a * objGeo.m_ft_a * (fy_eff_c - objGeo.m_ft_a / 2.0f) * (objGeo.m_fh - fb_em_a - fz_eff_c) -
                            fb_red_b * objGeo.m_ft_b * (fz_eff_c - objGeo.m_ft_b / 2.0f) * (objGeo.m_fb - fb_em_b - fy_eff_c);

                m_fI_eff_y = (m_fI_eff_yy + m_fI_eff_zz) / 2.0f + (float)Math.Sqrt(sqr((m_fI_eff_yy - m_fI_eff_zz) / 2.0f) + sqr(m_fI_eff_yz));
                m_fI_eff_z = (m_fI_eff_yy + m_fI_eff_zz) / 2.0f - (float)Math.Sqrt(sqr((m_fI_eff_yy - m_fI_eff_zz) / 2.0f) + sqr(m_fI_eff_yz));

                if (m_fI_eff_yy != m_fI_eff_zz)
                    objGeo.m_fAlpha_Axis = 0.5f * (float)Math.Atan((2.0f * m_fI_eff_yz) / (m_fI_eff_zz - m_fI_eff_yy));
                else
                    objGeo.m_fAlpha_Axis = -0.785398163f; // = -45?

                float m_fe_Ny_zz = fz_eff_c - objCrSc.m_fz_S;
                float m_fe_Nz_yy = fy_eff_c - objCrSc.m_fy_S;
                m_fe_Ny = m_fe_Nz_yy * (float)Math.Cos(objGeo.m_fAlpha_Axis) + m_fe_Ny_zz * (float)Math.Sin(objGeo.m_fAlpha_Axis);
                m_fe_Nz = -m_fe_Nz_yy * (float)Math.Sin(objGeo.m_fAlpha_Axis) + m_fe_Ny_zz * (float)Math.Cos(objGeo.m_fAlpha_Axis);

                objStr.m_fSP_y_par[0] = -fy_eff_c;
                objStr.m_fSP_z_par[0] = fz_eff_c - objGeo.m_fh + fb_red_a;
                objStr.m_fSP_y_par[1] = -fy_eff_c + objGeo.m_ft_a;
                objStr.m_fSP_z_par[1] = fz_eff_c - objGeo.m_fh + fb_red_a;
                objStr.m_fSP_y_par[2] = -fy_eff_c;
                objStr.m_fSP_z_par[2] = fz_eff_c - objGeo.m_ft_b - objGeo.m_fr;

                objStr.m_fSP_y_par[3] = -fy_eff_c;
                objStr.m_fSP_z_par[3] = fz_eff_c;

                objStr.m_fSP_y_par[4] = -fy_eff_c + objGeo.m_ft_a + objGeo.m_fr;
                objStr.m_fSP_z_par[4] = fz_eff_c;
                objStr.m_fSP_y_par[5] = -fy_eff_c + objGeo.m_fb - fb_red_b;
                objStr.m_fSP_z_par[5] = fz_eff_c;
                objStr.m_fSP_y_par[6] = -fy_eff_c + objGeo.m_fb - fb_red_b;
                objStr.m_fSP_z_par[6] = fz_eff_c - objGeo.m_ft_b;

                float rz_max = 0.0f;
                float ry_max = 0.0f;

                for (int iSP = 0; iSP < 7; iSP++)
                {
                    objStr.m_fSP_y[iSP] = objStr.m_fSP_y_par[iSP] * (float)Math.Cos(objGeo.m_fAlpha_Axis) + objStr.m_fSP_z_par[iSP] * (float)Math.Sin(objGeo.m_fAlpha_Axis);
                    objStr.m_fSP_z[iSP] = -objStr.m_fSP_y_par[iSP] * (float)Math.Sin(objGeo.m_fAlpha_Axis) + objStr.m_fSP_z_par[iSP] * (float)Math.Cos(objGeo.m_fAlpha_Axis);

                    rz_max = Math.Max(rz_max, Math.Abs(objStr.m_fSP_z[iSP]));
                    ry_max = Math.Max(ry_max, Math.Abs(objStr.m_fSP_y[iSP]));
                }

                m_fW_eff_y_min = m_fI_eff_y / rz_max;
                m_fW_eff_z_min = m_fI_eff_z / ry_max;
            }
            else
            {
                m_fA_eff = objCrSc.m_fA;

                fz_eff_c = objCrSc.m_fz_S;
                fy_eff_c = objCrSc.m_fy_S;

                m_fI_eff_y = objCrSc.m_fI_y;
                m_fI_eff_z = objCrSc.m_fI_z;

                m_fW_eff_y_min = objCrSc.m_fW_el_y_min;
                m_fW_eff_z_min = objCrSc.m_fW_el_z_min;

                m_fe_Ny = 0.0f;
                m_fe_Nz = 0.0f;
            }

            m_fN_pl_eff = m_fA_eff * objMat.Ff_y;
        }