feat: add mitc4 material integration scaffolding

This commit is contained in:
NINI
2026-05-04 22:34:53 +09:00
parent d550e13e77
commit 2e1bd99d05
5 changed files with 433 additions and 6 deletions
+252
View File
@@ -1304,6 +1304,7 @@ struct MITC4IntegrationBasis {
using MITC4ElementDofVector = std::array<Real, 24>;
using MITC4StrainVector = std::array<Real, 6>;
using MITC4StrainRow = std::array<Real, 24>;
using MITC4MaterialMatrix = std::array<std::array<Real, 6>, 6>;
enum class MITC4StrainComponent {
Eps11 = 0,
@@ -1359,6 +1360,54 @@ struct MITC4StrainRows {
}
};
struct MITC4MaterialMatrixEvaluation {
MITC4MaterialMatrix matrix{};
std::vector<Diagnostic> diagnostics;
bool ok() const {
return !hasError(diagnostics);
}
};
struct MITC4StrainTransform {
MITC4MaterialMatrix matrix{};
std::vector<Diagnostic> diagnostics;
bool ok() const {
return !hasError(diagnostics);
}
};
struct MITC4IntegrationPoint {
Real xi = 0.0;
Real eta = 0.0;
Real zeta = 0.0;
Real weight = 0.0;
};
struct MITC4MaterialIntegrationSample {
MITC4IntegrationPoint point;
MITC4IntegrationBasis basis;
MITC4StrainRows strain_rows;
MITC4MaterialMatrix local_material{};
MITC4MaterialMatrix strain_transform{};
MITC4MaterialMatrix convected_material{};
std::vector<Diagnostic> diagnostics;
bool ok() const {
return !hasError(diagnostics);
}
};
struct MITC4MaterialIntegrationData {
std::vector<MITC4MaterialIntegrationSample> samples;
std::vector<Diagnostic> diagnostics;
bool ok() const {
return !hasError(diagnostics);
}
};
inline Vec3 globalEX() {
return {1.0, 0.0, 0.0};
}
@@ -1624,6 +1673,209 @@ inline MITC4StrainRows mitc4TiedCovariantStrainRows(const MITC4Geometry& geometr
return result;
}
inline std::array<MITC4IntegrationPoint, 8> mitc4GaussQuadrature2x2x2() {
const Real gauss = 1.0 / std::sqrt(3.0);
const std::array<Real, 2> points = {-gauss, gauss};
std::array<MITC4IntegrationPoint, 8> integration_points{};
std::size_t index = 0;
for (Real xi : points) {
for (Real eta : points) {
for (Real zeta : points) {
integration_points[index++] = {xi, eta, zeta, 1.0};
}
}
}
return integration_points;
}
inline MITC4MaterialMatrixEvaluation mitc4PlaneStressMaterialMatrix(Real elastic_modulus, Real poisson_ratio,
Real shear_correction = 5.0 / 6.0,
Real tolerance = 1.0e-12) {
MITC4MaterialMatrixEvaluation result;
if (!isFinite(elastic_modulus) || elastic_modulus <= tolerance) {
result.diagnostics.push_back(
mitc4Diagnostic("FESA-MITC4-MATERIAL", "MITC4 elastic modulus must be positive and finite"));
}
if (!isFinite(poisson_ratio) || poisson_ratio <= -1.0 || poisson_ratio >= 0.5) {
result.diagnostics.push_back(
mitc4Diagnostic("FESA-MITC4-POISSON", "MITC4 isotropic Poisson ratio must satisfy -1 < nu < 0.5"));
}
if (!isFinite(shear_correction) || shear_correction <= tolerance) {
result.diagnostics.push_back(
mitc4Diagnostic("FESA-MITC4-SHEAR-CORRECTION", "MITC4 shear correction factor must be positive and finite"));
}
if (hasError(result.diagnostics)) {
return result;
}
const Real scale = elastic_modulus / (1.0 - poisson_ratio * poisson_ratio);
const Real shear_modulus = elastic_modulus / (2.0 * (1.0 + poisson_ratio));
const std::size_t eps11 = strainComponentIndex(MITC4StrainComponent::Eps11);
const std::size_t eps22 = strainComponentIndex(MITC4StrainComponent::Eps22);
const std::size_t gamma23 = strainComponentIndex(MITC4StrainComponent::Gamma23);
const std::size_t gamma13 = strainComponentIndex(MITC4StrainComponent::Gamma13);
const std::size_t gamma12 = strainComponentIndex(MITC4StrainComponent::Gamma12);
result.matrix[eps11][eps11] = scale;
result.matrix[eps11][eps22] = poisson_ratio * scale;
result.matrix[eps22][eps11] = poisson_ratio * scale;
result.matrix[eps22][eps22] = scale;
result.matrix[gamma23][gamma23] = shear_correction * shear_modulus;
result.matrix[gamma13][gamma13] = shear_correction * shear_modulus;
result.matrix[gamma12][gamma12] = shear_modulus;
return result;
}
inline MITC4StrainVector multiplyMITC4MaterialMatrix(const MITC4MaterialMatrix& matrix, const MITC4StrainVector& vector) {
MITC4StrainVector result{};
for (std::size_t row = 0; row < 6; ++row) {
for (std::size_t col = 0; col < 6; ++col) {
result[row] += matrix[row][col] * vector[col];
}
}
return result;
}
inline Real dotMITC4Vector(const MITC4StrainVector& a, const MITC4StrainVector& b) {
Real result = 0.0;
for (std::size_t i = 0; i < 6; ++i) {
result += a[i] * b[i];
}
return result;
}
inline MITC4MaterialMatrix mitc4TransformMaterialMatrix(const MITC4MaterialMatrix& local_material,
const MITC4MaterialMatrix& covariant_to_local) {
MITC4MaterialMatrix result{};
for (std::size_t i = 0; i < 6; ++i) {
for (std::size_t j = 0; j < 6; ++j) {
Real value = 0.0;
for (std::size_t a = 0; a < 6; ++a) {
for (std::size_t b = 0; b < 6; ++b) {
value += covariant_to_local[a][i] * local_material[a][b] * covariant_to_local[b][j];
}
}
result[i][j] = value;
}
}
return result;
}
inline std::array<std::array<Real, 3>, 3> mitc4TensorFromEngineeringComponent(std::size_t component) {
std::array<std::array<Real, 3>, 3> tensor{};
switch (static_cast<MITC4StrainComponent>(component)) {
case MITC4StrainComponent::Eps11:
tensor[0][0] = 1.0;
break;
case MITC4StrainComponent::Eps22:
tensor[1][1] = 1.0;
break;
case MITC4StrainComponent::Eps33:
tensor[2][2] = 1.0;
break;
case MITC4StrainComponent::Gamma23:
tensor[1][2] = 0.5;
tensor[2][1] = 0.5;
break;
case MITC4StrainComponent::Gamma13:
tensor[0][2] = 0.5;
tensor[2][0] = 0.5;
break;
case MITC4StrainComponent::Gamma12:
tensor[0][1] = 0.5;
tensor[1][0] = 0.5;
break;
}
return tensor;
}
inline MITC4StrainVector mitc4EngineeringVectorFromTensor(const std::array<std::array<Real, 3>, 3>& tensor) {
MITC4StrainVector vector{};
vector[strainComponentIndex(MITC4StrainComponent::Eps11)] = tensor[0][0];
vector[strainComponentIndex(MITC4StrainComponent::Eps22)] = tensor[1][1];
vector[strainComponentIndex(MITC4StrainComponent::Eps33)] = tensor[2][2];
vector[strainComponentIndex(MITC4StrainComponent::Gamma23)] = 2.0 * tensor[1][2];
vector[strainComponentIndex(MITC4StrainComponent::Gamma13)] = 2.0 * tensor[0][2];
vector[strainComponentIndex(MITC4StrainComponent::Gamma12)] = 2.0 * tensor[0][1];
return vector;
}
inline MITC4StrainTransform mitc4CovariantToLocalStrainTransform(const MITC4IntegrationBasis& basis,
Real tolerance = 1.0e-12) {
MITC4StrainTransform result;
result.diagnostics = basis.diagnostics;
const Real jacobian = dot(cross(basis.g1, basis.g2), basis.g3);
if (!isFinite(jacobian) || std::fabs(jacobian) <= tolerance) {
result.diagnostics.push_back(
mitc4Diagnostic("FESA-MITC4-SINGULAR-JACOBIAN", "MITC4 material transform Jacobian is near zero"));
return result;
}
if (hasError(result.diagnostics)) {
return result;
}
const std::array<Vec3, 3> contravariant = {
(1.0 / jacobian) * cross(basis.g2, basis.g3),
(1.0 / jacobian) * cross(basis.g3, basis.g1),
(1.0 / jacobian) * cross(basis.g1, basis.g2)};
const std::array<Vec3, 3> local = {basis.local.e1, basis.local.e2, basis.local.e3};
std::array<std::array<Real, 3>, 3> direction_cosines{};
for (std::size_t local_axis = 0; local_axis < 3; ++local_axis) {
for (std::size_t convected_axis = 0; convected_axis < 3; ++convected_axis) {
direction_cosines[local_axis][convected_axis] = dot(local[local_axis], contravariant[convected_axis]);
}
}
for (std::size_t column = 0; column < 6; ++column) {
const auto covariant_tensor = mitc4TensorFromEngineeringComponent(column);
std::array<std::array<Real, 3>, 3> local_tensor{};
for (std::size_t a = 0; a < 3; ++a) {
for (std::size_t b = 0; b < 3; ++b) {
for (std::size_t i = 0; i < 3; ++i) {
for (std::size_t j = 0; j < 3; ++j) {
local_tensor[a][b] += direction_cosines[a][i] * direction_cosines[b][j] * covariant_tensor[i][j];
}
}
}
}
const auto local_vector = mitc4EngineeringVectorFromTensor(local_tensor);
for (std::size_t row = 0; row < 6; ++row) {
result.matrix[row][column] = local_vector[row];
}
}
return result;
}
inline MITC4MaterialIntegrationData mitc4BuildMaterialIntegrationData(const MITC4Geometry& geometry, Real elastic_modulus,
Real poisson_ratio,
Real shear_correction = 5.0 / 6.0) {
MITC4MaterialIntegrationData data;
const auto material = mitc4PlaneStressMaterialMatrix(elastic_modulus, poisson_ratio, shear_correction);
appendDiagnostics(data.diagnostics, material.diagnostics);
if (hasError(data.diagnostics)) {
return data;
}
for (const MITC4IntegrationPoint& point : mitc4GaussQuadrature2x2x2()) {
MITC4MaterialIntegrationSample sample;
sample.point = point;
sample.local_material = material.matrix;
sample.basis = computeMITC4IntegrationBasis(geometry, point.xi, point.eta, point.zeta);
appendDiagnostics(sample.diagnostics, sample.basis.diagnostics);
const auto transform = mitc4CovariantToLocalStrainTransform(sample.basis);
sample.strain_transform = transform.matrix;
appendDiagnostics(sample.diagnostics, transform.diagnostics);
sample.strain_rows = mitc4TiedCovariantStrainRows(geometry, point.xi, point.eta, point.zeta);
appendDiagnostics(sample.diagnostics, sample.strain_rows.diagnostics);
if (!hasError(sample.diagnostics)) {
sample.convected_material = mitc4TransformMaterialMatrix(sample.local_material, sample.strain_transform);
}
appendDiagnostics(data.diagnostics, sample.diagnostics);
data.samples.push_back(sample);
}
return data;
}
inline LocalBasis computeLocalBasis(const std::array<Vec3, 4>& coordinates) {
const MITC4Geometry geometry = buildMITC4Geometry(coordinates, 1.0);
if (!geometry.ok()) {