threed-beam-fea/include/summary.h

160 lines
4.5 KiB
C++

// Copyright 2015. All rights reserved.
//
// Redistribution and use in source and binary forms, with or without
// modification, are permitted provided that the following conditions are met:
//
// * Redistributions of source code must retain the above copyright notice,
// this list of conditions and the following disclaimer.
// * Redistributions in binary form must reproduce the above copyright notice,
// this list of conditions and the following disclaimer in the documentation
// and/or other materials provided with the distribution.
//
// THIS SOFTWARE IS PROVIDED BY THE COPYRIGHT HOLDERS AND CONTRIBUTORS "AS IS"
// AND ANY EXPRESS OR IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, THE
// IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE
// ARE DISCLAIMED. IN NO EVENT SHALL THE COPYRIGHT OWNER OR CONTRIBUTORS BE
// LIABLE FOR ANY DIRECT, INDIRECT, INCIDENTAL, SPECIAL, EXEMPLARY, OR
// CONSEQUENTIAL DAMAGES (INCLUDING, BUT NOT LIMITED TO, PROCUREMENT OF
// SUBSTITUTE GOODS OR SERVICES; LOSS OF USE, DATA, OR PROFITS; OR BUSINESS
// INTERRUPTION) HOWEVER CAUSED AND ON ANY THEORY OF LIABILITY, WHETHER IN
// CONTRACT, STRICT LIABILITY, OR TORT (INCLUDING NEGLIGENCE OR OTHERWISE)
// ARISING IN ANY WAY OUT OF THE USE OF THIS SOFTWARE, EVEN IF ADVISED OF THE
// POSSIBILITY OF SUCH DAMAGE.
//
// Author: ryan.latture@gmail.com (Ryan Latture)
#ifndef THREEDBEAMFEA_SUMMARY_H
#define THREEDBEAMFEA_SUMMARY_H
#include <string>
#include <vector>
namespace fea {
/**
* @brief Contains the results of an analysis after calling `fea::solve`.
*/
struct Summary {
/**
* Default constructor
*/
Summary();
/**
* @brief Returns a message containing the results of the analysis.
*/
std::string FullReport() const;
/**
* The total time of the FE analysis.
*/
long long total_time_in_ms;
/**
* The time it took to assemble the global stiffness matrix.
*/
long long assembly_time_in_ms;
/**
* The time to reorder the nonzero elements of the the global stiffness
* matrix, such that the factorization step creates less fill-in.
*/
long long preprocessing_time_in_ms;
/**
* The time to compute the factors of the coefficient matrix.
*/
long long factorization_time_in_ms;
/**
* The time to compute the solution of the linear system.
*/
long long solve_time_in_ms;
/**
* The time to compute the nodal forces.
*/
long long nodal_forces_solve_time_in_ms;
/**
* The time to compute the nodal forces.
*/
long long tie_forces_solve_time_in_ms;
/**
* The time to compute the nodal forces.
* Does not include the time to save the summary itself if
* `Options::save_report == true` since all data must be computed prior to
* saving the report.
*/
long long file_save_time_in_ms;
/**
* The number of nodes in the analysis.
*/
unsigned long num_nodes;
/**
* The number of elements in the analysis.
*/
unsigned long num_elems;
/**
* The number of boundary conditions in the analysis.
*/
unsigned long num_bcs;
/**
* The number of prescribed forces in the analysis.
*/
unsigned long num_forces;
/**
* The number of tie constraints in the analysis.
*/
unsigned long num_ties;
/**
* The number of equation constraints in the analysis.
*/
unsigned long num_eqns;
/**
* The resultant nodal displacement from the FE analysis.
* `nodal_displacements` is a 2D vector where each row
* correspond to a node, and the columns correspond to
* `[d_x, d_y, d_z, theta_x, theta_y, theta_z]`
*/
std::vector<std::vector<double>> nodal_displacements;
/**
* The resultant nodal forces from the FE analysis.
* `nodal_displacements` is a 2D vector where each row
* correspond to a node, and the columns correspond to
* `[f_x, f_y, f_z, m_x, m_y, m_z]`
*/
std::vector<std::vector<double>> nodal_forces;
/**
* The resultant forces associated with ties between nodes.
* `tie_forces` is a 2D vector where each row
* correspond to a tie, and the columns correspond to
* `[f_x, f_y, f_z, f_rot_x, f_rot_y, f_rot_z]`
*/
std::vector<std::vector<double>> tie_forces;
/**
* The resultant forces associated each element.
* `element_forces` is a 2D vector where each row
* correspond to an element, and the columns correspond to
* `[f1_x, f1_y, f1_z, f1_rot_x, f1_rot_y, f1_rot_z,
* f2_x, f2_y, f2_z, f2_rot_x, f2_rot_y, f2_rot_z]`
*/
std::vector<std::vector<double>> element_forces;
};
} // namespace fea
#endif // THREEDBEAMFEA_SUMMARY_H