#include "simulationmesh.hpp" //#include SimulationMesh::SimulationMesh() { elements = vcg::tri::Allocator::GetPerEdgeAttribute( *this, std::string("Elements")); nodes = vcg::tri::Allocator::GetPerVertexAttribute( *this, std::string("Nodes")); } SimulationMesh::SimulationMesh(VCGEdgeMesh &mesh) { vcg::tri::MeshAssert::VertexNormalNormalized(mesh); VCGEdgeMesh::copy(mesh); elements = vcg::tri::Allocator::GetPerEdgeAttribute( *this, std::string("Elements")); nodes = vcg::tri::Allocator::GetPerVertexAttribute(*this, std::string("Nodes")); initializeNodes(); initializeElements(); } SimulationMesh::~SimulationMesh() { vcg::tri::Allocator::DeletePerEdgeAttribute(*this, elements); vcg::tri::Allocator::DeletePerVertexAttribute(*this, nodes); } SimulationMesh::SimulationMesh(PatternGeometry &pattern) { vcg::tri::MeshAssert::VertexNormalNormalized(pattern); VCGEdgeMesh::copy(pattern); elements = vcg::tri::Allocator::GetPerEdgeAttribute( *this, std::string("Elements")); nodes = vcg::tri::Allocator::GetPerVertexAttribute( *this, std::string("Nodes")); initializeNodes(); initializeElements(); } SimulationMesh::SimulationMesh(SimulationMesh &m) { vcg::tri::MeshAssert::VertexNormalNormalized(m); VCGEdgeMesh::copy(m); elements = vcg::tri::Allocator::GetPerEdgeAttribute(*this, std::string( "Elements")); nodes = vcg::tri::Allocator::GetPerVertexAttribute(*this, std::string("Nodes")); initializeNodes(); for (size_t ei = 0; ei < EN(); ei++) { elements[ei] = m.elements[ei]; } reset(); } SimulationMesh::SimulationMesh(VCGTriMesh &triMesh) { vcg::tri::Append::MeshCopy(*this, triMesh); label = triMesh.getLabel(); // eigenEdges = triMesh.getEigenEdges(); // if (eigenEdges.rows() == 0) { getEdges(eigenEdges); // } // eigenVertices = triMesh.getEigenVertices(); // if (eigenVertices.rows() == 0) { getVertices(eigenVertices); // } vcg::tri::UpdateTopology::VertexEdge(*this); elements = vcg::tri::Allocator::GetPerEdgeAttribute(*this, std::string( "Elements")); nodes = vcg::tri::Allocator::GetPerVertexAttribute(*this, std::string("Nodes")); initializeNodes(); initializeElements(); reset(); } void SimulationMesh::computeElementalProperties() { const std::vector elementalDimensions = getBeamDimensions(); const std::vector elementalMaterials = getBeamMaterial(); assert(EN() == elementalDimensions.size() && elementalDimensions.size() == elementalMaterials.size()); for (const EdgeType &e : edge) { const EdgeIndex ei = getIndex(e); elements[e].setDimensions(elementalDimensions[ei]); elements[e].setMaterial(elementalMaterials[ei]); } } void SimulationMesh::initializeNodes() { // set initial and previous locations, for (const VertexType &v : vert) { const VertexIndex vi = getIndex(v); Node &node = nodes[v]; node.vi = vi; node.initialLocation = v.cP(); node.initialNormal = v.cN(); node.derivativeOfNormal.resize(6, VectorType(0, 0, 0)); node.displacements[3] = v.cN()[0]; // initialize nx diplacement with vertex normal x // component node.displacements[4] = v.cN()[1]; // initialize ny(in the paper) diplacement with vertex // normal // y component. // Initialize incident elements std::vector incidentElements; vcg::edge::VEStarVE(&v, incidentElements); // assert( // vcg::tri::IsValidPointer(*this, incidentElements[0]) && // incidentElements.size() > 0); if (incidentElements.size() != 0) { nodes[v].incidentElements = incidentElements; node.referenceElement = getReferenceElement(v); // std::vector incidentElementsIndices(node.incidentElements.size()); // if (drawGlobal && vi == 5) { // std::vector edgeColors(EN(), glm::vec3(0, 1, 0)); // std::vector vertexColors(VN(), glm::vec3(0, 1, 0)); // vertexColors[vi] = glm::vec3(0, 0, 1); // for (int iei = 0; iei < incidentElementsIndices.size(); iei++) { // incidentElementsIndices[iei] = this->getIndex(node.incidentElements[iei]); // edgeColors[incidentElementsIndices[iei]] = glm::vec3(1, 0, 0); // } // polyHandle->addEdgeColorQuantity("chosenE", edgeColors)->setEnabled(true); // polyHandle->addNodeColorQuantity("chosenV", vertexColors)->setEnabled(true); // draw(); // } // const int referenceElementIndex = getIndex(node.referenceElement); // Initialze alpha angles const EdgeType &referenceElement = *node.referenceElement; const VectorType t01 = computeT1Vector(referenceElement.cP(0), referenceElement.cP(1)); const VectorType f01 = (t01 - (v.cN() * (t01.dot(v.cN())))).Normalize(); node.alphaAngles.reserve(incidentElements.size()); for (const VCGEdgeMesh::EdgePointer &ep : nodes[v].incidentElements) { assert(referenceElement.cV(0) == ep->cV(0) || referenceElement.cV(0) == ep->cV(1) || referenceElement.cV(1) == ep->cV(0) || referenceElement.cV(1) == ep->cV(1)); const VectorType t1 = computeT1Vector(*ep); const VectorType f1 = t1 - (v.cN() * (t1.dot(v.cN()))).Normalize(); const EdgeIndex ei = getIndex(ep); const double alphaAngle = computeAngle(f01, f1, v.cN()); node.alphaAngles.emplace_back(std::make_pair(ei, alphaAngle)); } } } } void SimulationMesh::reset() { for (const EdgeType &e : edge) { Element &element = elements[e]; element.ei = getIndex(e); const VCGEdgeMesh::CoordType p0 = e.cP(0); const VCGEdgeMesh::CoordType p1 = e.cP(1); const vcg::Segment3 s(p0, p1); element.initialLength = s.Length(); element.length = element.initialLength; element.updateRigidity(); } for (const VertexType &v : vert) { Node &node = nodes[v]; node.vi = getIndex(v); node.initialLocation = v.cP(); node.initialNormal = v.cN(); node.derivativeOfNormal.resize(6, VectorType(0, 0, 0)); node.displacements[3] = v.cN()[0]; // initialize nx diplacement with vertex normal x // component node.displacements[4] = v.cN()[1]; // initialize ny(in the paper) diplacement with vertex // normal // y component. const EdgeType &referenceElement = *getReferenceElement(v); const VectorType t01 = computeT1Vector(referenceElement.cP(0), referenceElement.cP(1)); const VectorType f01 = (t01 - (v.cN() * (t01.dot(v.cN())))).Normalize(); node.alphaAngles.clear(); node.alphaAngles.reserve(node.incidentElements.size()); for (const VCGEdgeMesh::EdgePointer &ep : nodes[v].incidentElements) { assert(referenceElement.cV(0) == ep->cV(0) || referenceElement.cV(0) == ep->cV(1) || referenceElement.cV(1) == ep->cV(0) || referenceElement.cV(1) == ep->cV(1)); const VectorType t1 = computeT1Vector(*ep); const VectorType f1 = t1 - (v.cN() * (t1.dot(v.cN()))).Normalize(); const EdgeIndex ei = getIndex(ep); const double alphaAngle = computeAngle(f01, f1, v.cN()); node.alphaAngles.emplace_back(std::make_pair(ei, alphaAngle)); } } } void SimulationMesh::initializeElements() { for (const EdgeType &e : edge) { Element &element = elements[e]; element.ei = getIndex(e); // Initialize dimensions element.dimensions = CrossSectionType(); // Initialize material element.material = ElementMaterial(); // Initialize lengths const VCGEdgeMesh::CoordType p0 = e.cP(0); const VCGEdgeMesh::CoordType p1 = e.cP(1); const vcg::Segment3 s(p0, p1); element.initialLength = s.Length(); element.length = element.initialLength; // Initialize const factors element.updateRigidity(); element.derivativeT1.resize( 2, std::vector(6, VectorType(0, 0, 0))); element.derivativeT2.resize( 2, std::vector(6, VectorType(0, 0, 0))); element.derivativeT3.resize( 2, std::vector(6, VectorType(0, 0, 0))); element.derivativeT1_jplus1.resize(6, VectorType(0, 0, 0)); element.derivativeT1_j.resize(6, VectorType(0, 0, 0)); element.derivativeT1_jplus1.resize(6, VectorType(0, 0, 0)); element.derivativeT2_j.resize(6, VectorType(0, 0, 0)); element.derivativeT2_jplus1.resize(6, VectorType(0, 0, 0)); element.derivativeT3_j.resize(6, VectorType(0, 0, 0)); element.derivativeT3_jplus1.resize(6, VectorType(0, 0, 0)); element.derivativeR_j.resize(6, VectorType(0, 0, 0)); element.derivativeR_jplus1.resize(6, VectorType(0, 0, 0)); } updateElementalFrames(); } void SimulationMesh::updateElementalLengths() { for (const EdgeType &e : edge) { const EdgeIndex ei = getIndex(e); const VertexIndex vi0 = getIndex(e.cV(0)); const VCGEdgeMesh::CoordType p0 = e.cP(0); const VertexIndex vi1 = getIndex(e.cV(1)); const VCGEdgeMesh::CoordType p1 = e.cP(1); const vcg::Segment3 s(p0, p1); const double elementLength = s.Length(); elements[e].length = elementLength; } } void SimulationMesh::updateElementalFrames() { for (const EdgeType &e : edge) { const VectorType elementNormal = (e.cV(0)->cN() + e.cV(1)->cN()).Normalize(); elements[e].frame = computeElementFrame(e.cP(0), e.cP(1), elementNormal); } } void SimulationMesh::setBeamCrossSection( const CrossSectionType &beamDimensions) { for (size_t ei = 0; ei < EN(); ei++) { elements[ei].dimensions = beamDimensions; elements[ei].updateRigidity(); } } void SimulationMesh::setBeamMaterial(const double &pr, const double &ym) { for (size_t ei = 0; ei < EN(); ei++) { elements[ei].setMaterial(ElementMaterial{pr, ym}); elements[ei].updateRigidity(); } } std::vector SimulationMesh::getBeamDimensions() { std::vector beamDimensions(EN()); for (size_t ei = 0; ei < EN(); ei++) { beamDimensions[ei] = elements[ei].dimensions; } return beamDimensions; } std::vector SimulationMesh::getBeamMaterial() { std::vector beamMaterial(EN()); for (size_t ei = 0; ei < EN(); ei++) { beamMaterial[ei] = elements[ei].material; } return beamMaterial; } bool SimulationMesh::load(const std::string &plyFilename) { this->Clear(); // assert(plyFileHasAllRequiredFields(plyFilename)); // Load the ply file // VCGEdgeMesh::PerEdgeAttributeHandle handleBeamDimensions = // vcg::tri::Allocator::AddPerEdgeAttribute< // CrossSectionType>(*this, plyPropertyBeamDimensionsID); // VCGEdgeMesh::PerEdgeAttributeHandle handleBeamMaterial = // vcg::tri::Allocator::AddPerEdgeAttribute( // *this, plyPropertyBeamMaterialID); // nanoply::NanoPlyWrapper::CustomAttributeDescriptor // customAttrib; // customAttrib.GetMeshAttrib(plyFilename); // customAttrib.AddEdgeAttribDescriptor( // plyPropertyBeamDimensionsID, nanoply::NNP_LIST_INT8_FLOAT64, nullptr); // /*FIXME: Since I allow CrossSectionType to take two types I should export the // * type as well such that that when loaded the correct type of cross section // * is used. // */ // customAttrib.AddEdgeAttribDescriptor( // plyPropertyBeamMaterialID, nanoply::NNP_LIST_INT8_FLOAT64, nullptr); // VCGEdgeMesh::PerEdgeAttributeHandle> // handleBeamProperties = // vcg::tri::Allocator::AddPerEdgeAttribute< // std::array>(*this, plyPropertyBeamProperties); // customAttrib.AddEdgeAttribDescriptor, double, 6>( // plyPropertyBeamProperties, nanoply::NNP_LIST_INT8_FLOAT64, nullptr); // VCGEdgeMesh::PerEdgeAttributeHandle // handleBeamRigidityContants; // customAttrib.AddEdgeAttribDescriptor( // plyPropertyBeamRigidityConstantsID, nanoply::NNP_LIST_INT8_FLOAT32, // nullptr); // unsigned int mask = 0; // mask |= nanoply::NanoPlyWrapper::IO_VERTCOORD; // mask |= nanoply::NanoPlyWrapper::IO_VERTNORMAL; // mask |= nanoply::NanoPlyWrapper::IO_EDGEINDEX; // mask |= nanoply::NanoPlyWrapper::IO_EDGEATTRIB; // mask |= nanoply::NanoPlyWrapper::IO_MESHATTRIB; if (!VCGEdgeMesh::load(plyFilename)) { return false; } // elements = vcg::tri::Allocator::GetPerEdgeAttribute( // *this, std::string("Elements")); // nodes = vcg::tri::Allocator::GetPerVertexAttribute( // *this, std::string("Nodes")); vcg::tri::UpdateTopology::VertexEdge(*this); initializeNodes(); initializeElements(); setBeamMaterial(0.3, 1 * 1e9); updateEigenEdgeAndVertices(); // if (!handleBeamProperties._handle->data.empty()) { // for (size_t ei = 0; ei < EN(); ei++) { // elements[ei] = // Element::Properties(handleBeamProperties[ei]); // elements[ei].updateRigidity(); // } // } // for (size_t ei = 0; ei < EN(); ei++) { // elements[ei].setDimensions(handleBeamDimensions[ei]); // elements[ei].setMaterial(handleBeamMaterial[ei]); // elements[ei].updateRigidity(); // } bool normalsAreAbsent = vert[0].cN().Norm() < 0.000001; if (normalsAreAbsent) { CoordType normalVector(0, 0, 1); std::cout << "Warning: Normals are missing from " << plyFilename << ". Added normal vector:" << toString(normalVector) << std::endl; for (auto &v : vert) { v.N() = normalVector; } } return true; } bool SimulationMesh::save(const std::string &plyFilename) { std::string filename = plyFilename; if (filename.empty()) { filename = std::filesystem::current_path().append(getLabel() + ".ply").string(); } // nanoply::NanoPlyWrapper::CustomAttributeDescriptor customAttrib; // customAttrib.GetMeshAttrib(filename); // std::vector dimensions = getBeamDimensions(); // customAttrib.AddEdgeAttribDescriptor(plyPropertyBeamDimensionsID, // nanoply::NNP_LIST_INT8_FLOAT64, // dimensions.data()); // std::vector material = getBeamMaterial(); // customAttrib.AddEdgeAttribDescriptor(plyPropertyBeamMaterialID, // nanoply::NNP_LIST_INT8_FLOAT64, // material.data()); // unsigned int mask = 0; // mask |= nanoply::NanoPlyWrapper::IO_VERTCOORD; // mask |= nanoply::NanoPlyWrapper::IO_EDGEINDEX; // mask |= nanoply::NanoPlyWrapper::IO_EDGEATTRIB; // mask |= nanoply::NanoPlyWrapper::IO_VERTNORMAL; // if (nanoply::NanoPlyWrapper::SaveModel(filename.c_str(), // *this, // mask, // customAttrib, // false) // != 1) { // return false; // } if (!VCGEdgeMesh::save(plyFilename)) { return false; } return true; } SimulationMesh::EdgePointer SimulationMesh::getReferenceElement(const VCGEdgeMesh::VertexType &v) { const VertexIndex vi = getIndex(v); return nodes[v].incidentElements[0]; } VectorType computeT1Vector(const SimulationMesh::EdgeType &e) { return computeT1Vector(e.cP(0), e.cP(1)); } VectorType computeT1Vector(const CoordType &p0, const CoordType &p1) { const VectorType t1 = (p1 - p0).Normalize(); return t1; } Element::LocalFrame computeElementFrame(const CoordType &p0, const CoordType &p1, const VectorType &elementNormal) { const VectorType t1 = computeT1Vector(p0, p1); const VectorType t2 = (elementNormal ^ t1).Normalize(); const VectorType t3 = (t1 ^ t2).Normalize(); return Element::LocalFrame{t1, t2, t3}; } double computeAngle(const VectorType &vector0, const VectorType &vector1, const VectorType &normalVector) { double cosAngle = vector0.dot(vector1); const double epsilon = std::pow(10, -6); if (abs(cosAngle) > 1 && abs(cosAngle) < 1 + epsilon) { if (cosAngle > 0) { cosAngle = 1; } else { cosAngle = -1; } } assert(abs(cosAngle) <= 1); const double angle = acos(cosAngle); // NOTE: I compute the alpha angle not between // two consecutive elements but rather between // the first and the ith. Is this correct? assert(!std::isnan(angle)); const VectorType cp = vector0 ^ vector1; if (cp.dot(normalVector) < 0) { return -angle; } return angle; } //void Element::computeMaterialProperties(const ElementMaterial &material) { // G = material.youngsModulus / (2 * (1 + material.poissonsRatio)); //} //void Element::computeCrossSectionArea(const RectangularBeamDimensions &dimensions, double &A) //{ // A = dimensions.b * dimensions.h; //} //void Element::computeDimensionsProperties( // const RectangularBeamDimensions &dimensions) { // assert(typeid(CrossSectionType) == typeid(RectangularBeamDimensions)); // computeCrossSectionArea(dimensions, A); // computeMomentsOfInertia(dimensions, dimensions.inertia); //} //void Element::computeDimensionsProperties( // const CylindricalBeamDimensions &dimensions) { // assert(typeid(CrossSectionType) == typeid(CylindricalBeamDimensions)); // A = M_PI * (std::pow(dimensions.od / 2, 2) - std::pow(dimensions.id / 2, 2)); // dimensions.inertia.I2 = M_PI * (std::pow(dimensions.od, 4) - std::pow(dimensions.id, 4)) / 64; // dimensions.inertia.I3 = dimensions.inertia.I2; // dimensions.inertia.J = dimensions.inertia.I2 + dimensions.inertia.I3; //} void Element::setDimensions(const CrossSectionType &dimensions) { this->dimensions = dimensions; assert(this->dimensions.A == dimensions.A); // computeDimensionsProperties(dimensions); updateRigidity(); } void Element::setMaterial(const ElementMaterial &material) { this->material = material; // computeMaterialProperties(material); updateRigidity(); } double Element::getMass(const double &materialDensity) { const double beamVolume = dimensions.A * length; return beamVolume * materialDensity; } void Element::updateRigidity() { // assert(initialLength != 0); rigidity.axial = material.youngsModulus * dimensions.A / initialLength; // assert(rigidity.axial != 0); rigidity.torsional = material.G * dimensions.inertia.J / initialLength; // assert(rigidity.torsional != 0); rigidity.firstBending = 2 * material.youngsModulus * dimensions.inertia.I2 / initialLength; // assert(rigidity.firstBending != 0); rigidity.secondBending = 2 * material.youngsModulus * dimensions.inertia.I3 / initialLength; // assert(rigidity.secondBending != 0); }