// // Write Permas file // for Intes GmbH, Stuttgart // #include #include #include #include #include #include using namespace std; #include "writeuser.hpp" namespace netgen { // Forward declarations (don't know, where to define them, sorry) int addComponent(string &strComp, string &strSitu, ofstream &out); // This should be the new function to export a PERMAS file void WritePermasFormat (const Mesh &mesh, const string &filename, string &strComp, string &strSitu) { ofstream outfile (filename.c_str()); addComponent(strComp, strSitu, outfile); WritePermasFormat ( mesh, filename); } void WritePermasFormat (const Mesh &mesh, const string &filename) { string strComp, strSitu; ofstream outfile (filename.c_str()); outfile.precision(8); strSitu = strComp = ""; if (addComponent(strComp, strSitu, outfile) == 1) { printf("Error while exporting PERMAS dat!\n"); return; } int np = mesh.GetNP(); int ne = mesh.GetNE(); int nse = mesh.GetNSE(); int i, j, k; if (ne == 0) { // pure surface mesh cout << "\nWrite Permas Surface Mesh" << endl; int elnr = 0; for (j = 1; j <= 2; j++) { int nelp(0); switch (j) { case 1: nelp = 3; outfile << "$ELEMENT TYPE = TRIA3 ESET = ALLQUAD" << endl; break; case 2: nelp = 4; outfile << "$ELEMENT TYPE = QUAD4 ESET = ALLQUAD" << endl; break; } for (i = 1; i <= nse; i++) { const Element2d & el = mesh.SurfaceElement(i); if (el.GetNP() != nelp) continue; elnr++; outfile << elnr << " "; for (k = 1; k <= nelp; k++) outfile << " " << el.PNum(k); outfile << endl; } } } else { cout << "\nWrite Permas Volume Mesh" << endl; int secondorder = (mesh.VolumeElement(1).GetNP() == 10); if (!secondorder) { outfile << "$ELEMENT TYPE = TET4 ESET = ALLTET" << endl; for (i = 1; i <= ne; i++) { const Element & el = mesh.VolumeElement(i); outfile << i << " " << el.PNum(1) << " " << el.PNum(2) << " " << el.PNum(3) << " " << el.PNum(4) << endl; } } else { outfile << "$ELEMENT TYPE = TET10 ESET = ALLTET" << endl; for (i = 1; i <= ne; i++) { const Element & el = mesh.VolumeElement(i); outfile << i << " " << el.PNum(1) << " " << el.PNum(5) << " " << el.PNum(2) << " " << el.PNum(8) << " " << el.PNum(3) << " " << el.PNum(6) << endl << "& " << " " << el.PNum(7) << " " << el.PNum(9) << " " << el.PNum(10) << " " << el.PNum(4) << endl; } } outfile << endl << endl; outfile << "$SURFACE GEO SURFID = 1 SFSET = ALLSUR" << endl; for (i = 1; i <= nse; i++) { const Element2d & el = mesh.SurfaceElement(i); if (el.GetNP() == 3) outfile << "STRIA3" << " " << el.PNum(1) << " " << el.PNum(2) << " " << el.PNum(3) << endl; } for (i = 1; i <= nse; i++) { const Element2d & el = mesh.SurfaceElement(i); if (el.GetNP() == 4) outfile << "SQUAD4" << " " << el.PNum(1) << " " << el.PNum(2) << " " << el.PNum(3) << " " << el.PNum(4) << endl; } for (i = 1; i <= nse; i++) { const Element2d & el = mesh.SurfaceElement(i); if (el.GetNP() == 6) outfile << "STRIA6" << " " << el.PNum(1) << " " << el.PNum(4) << " " << el.PNum(2) << " " << el.PNum(5) << " " << el.PNum(3) << " " << el.PNum(6) << endl; } } outfile << endl << endl; outfile << "$COOR NSET = ALLNODES" << endl; outfile.precision(6); outfile.setf (ios::fixed, ios::floatfield); outfile.setf (ios::showpoint); for (i = 1; i <= np; i++) { outfile << i << " "; outfile << mesh.Point(i)(0) << " "; outfile << mesh.Point(i)(1) << " "; outfile << mesh.Point(i)(2) << "\n"; } } ////////////////////////////////////////////////////////////////////////////////// // \brief Writes PERMAS configuration header into export file // Returns >0 in case of errors // \par string &strComp : Reference to component description // \par string &strComp : Reference to situation description ////////////////////////////////////////////////////////////////////////////////// int addComponent(string &strComp, string &strSitu, ofstream &out) { if (strComp.size() > 12 || strSitu > 12) return 1; if (0 == strComp.size()) strComp = "KOMPO1"; if (0 == strSitu.size()) strSitu = "SIT1"; // Writing description header of configuration out << "$ENTER COMPONENT NAME = " << strComp << " DOFTYPE = DISP MATH" << endl << endl; out << " $SITUATION NAME = " << strSitu << endl; out << " $END SITUATION" << endl << endl; out << " $STRUCTURE" << endl; return 0; } }