예제 #1
0
        /// <summary>
        /// Adds the analysis result.
        /// </summary>
        /// <param name="loadCase">The load case.</param>
        /// <remarks>if model is analyzed against specific load case, then displacements are available through <see cref="Displacements"/> property.
        /// If system is not analyses against a specific load case, then this method will analyses structure against <see cref="LoadCase"/>.
        /// While this method is using pre computed Cholesky Decomposition , its have a high performance in solving the system.
        /// </remarks>
        public void AddAnalysisResult_MPC(LoadCase loadCase)
        {
            var n  = parent.Nodes.Count * 6;
            var dt = new double[n];//total delta

            ISolver solver;

            var sp = Stopwatch.StartNew();


            var permCalculator = new CsparsenetQrDisplacementPermutationCalculator();

            var perm =
                CalcUtil.GenerateP_Delta_Mpc(parent, loadCase, permCalculator);


            parent.Trace.Write(Common.TraceLevel.Info, "Calculating Displacement Permutation Matrix took {0} ms", sp.ElapsedMilliseconds);

            var np = perm.Item1.ColumnCount;//master count

            var rd = perm.Item2;

            var pd = perm.Item1;

            //var todo = pd.ToDenseMatrix();

            sp.Restart();

            var kt = MatrixAssemblerUtil.AssembleFullStiffnessMatrix(parent);//total stiffness matrix, same for all load cases


            parent.Trace.Write(Common.TraceLevel.Info, "Assemble Full Stiffness Matrix took {0} ms", sp.ElapsedMilliseconds);

            var ft = new double[n];

            //{
            var fe = elementForces[loadCase] = GetTotalElementsForceVector(loadCase);
            var fc = concentratedForces[loadCase] = GetTotalConcentratedForceVector(loadCase);

            ft.AddToSelf(fe);
            ft.AddToSelf(fc);
            //}

            if (perm.Item1.RowCount > 0 && perm.Item1.RowCount > 0)
            {
                var pf = pd.Transpose();

                sp.Restart();
                var kr = pf.Multiply(kt).Multiply(pd);

                var a1 = new double[n];

                kt.Multiply(rd,
                            a1);

                a1.AddToSelf(ft);

                var a2 = new double[np];

                pf.Multiply(a1, a2);

                parent.Trace.Write(Common.TraceLevel.Info, "Applying boundary conditions took {0} ms", sp.ElapsedMilliseconds);

                var a3 = new double[np];

                #region load/generate solver

                if (Solvers_New.ContainsKey(pd))
                {
                    solver = Solvers_New[pd];
                }
                else
                {
                    //var tt = kr.ToDenseMatrix();

                    solver = SolverFactory.CreateSolver((CCS)kr);

                    Solvers_New[pd] = solver;
                }

                sp.Restart();
                if (!solver.IsInitialized)
                {
                    solver.Initialize();
                }

                #endregion

                solver.Solve(a2, a3);
                parent.Trace.Write(Common.TraceLevel.Info, "Solving EQ system took {0} ms", sp.ElapsedMilliseconds);

                pd.Multiply(a3, dt);
            }

            dt.AddToSelf(rd, -1);

            ft.FillWith(0);

            kt.Multiply(dt, ft);

            var fx = supportReactions[loadCase] = (double[])ft.Clone();

            ft.AddToSelf(fe, -1);
            ft.AddToSelf(fc, -1);


            _forces[loadCase]        = ft;
            _displacements[loadCase] = dt;

            for (var i = 0; i < parent.Nodes.Count; i++)
            {
                #region constraint

                var virtConsts = new List <Constraint>();

                var origConst = parent.Nodes[i].Constraints;

                virtConsts.Add(origConst);

                foreach (var element in parent.MpcElements)
                {
                    if (!(element is VirtualConstraint))
                    {
                        continue;
                    }

                    if (!element.AppliesForLoadCase(loadCase))
                    {
                        continue;
                    }

                    if (!element.Nodes.Contains(parent.Nodes[i]))
                    {
                        continue;
                    }

                    virtConsts.Add((element as VirtualConstraint).Constraint);
                }

                var finalConst = new Constraint();

                foreach (var cns in virtConsts)
                {
                    if (cns.DX == DofConstraint.Fixed)
                    {
                        finalConst.DX = DofConstraint.Fixed;
                    }

                    if (cns.DY == DofConstraint.Fixed)
                    {
                        finalConst.DY = DofConstraint.Fixed;
                    }

                    if (cns.DZ == DofConstraint.Fixed)
                    {
                        finalConst.DZ = DofConstraint.Fixed;
                    }


                    if (cns.RX == DofConstraint.Fixed)
                    {
                        finalConst.RX = DofConstraint.Fixed;
                    }

                    if (cns.RY == DofConstraint.Fixed)
                    {
                        finalConst.RY = DofConstraint.Fixed;
                    }

                    if (cns.RZ == DofConstraint.Fixed)
                    {
                        finalConst.RZ = DofConstraint.Fixed;
                    }
                }

                #endregion

                if (finalConst.DX == DofConstraint.Released)
                {
                    fx[6 * i + 0] = 0;
                }

                if (finalConst.DY == DofConstraint.Released)
                {
                    fx[6 * i + 1] = 0;
                }

                if (finalConst.DY == DofConstraint.Released)
                {
                    fx[6 * i + 2] = 0;
                }

                if (finalConst.RX == DofConstraint.Released)
                {
                    fx[6 * i + 3] = 0;
                }

                if (finalConst.RY == DofConstraint.Released)
                {
                    fx[6 * i + 4] = 0;
                }

                if (finalConst.RZ == DofConstraint.Released)
                {
                    fx[6 * i + 5] = 0;
                }
            }
        }
        /// <summary>
        /// Adds the analysis result.
        /// </summary>
        /// <param name="loadCase">The load case.</param>
        /// <remarks>if model is analyzed against specific load case, then displacements are available through <see cref="Displacements"/> property.
        /// If system is not analyses against a specific load case, then this method will analyses structure against <see cref="LoadCase"/>.
        /// While this method is using pre computed Cholesky Decomposition , its have a high performance in solving the system.
        /// </remarks>
        public void AddAnalysisResult_MPC(LoadCase loadCase)
        {
            var n  = parent.Nodes.Count * 6;
            var dt = new double[n];//total delta

            ISolver solver;

            var perm = CalcUtil.GenerateP_Delta_Mpc(parent, loadCase, new Mathh.GaussRrefFinder());

            var np = perm.Item1.ColumnCount;//master count

            var rd = perm.Item2;

            var pd = perm.Item1;

            var kt = MatrixAssemblerUtil.AssembleFullStiffnessMatrix(parent);


            var ft = new double[n];

            //{
            var fe = elementForces[loadCase] = GetTotalElementsForceVector(loadCase);
            var fc = concentratedForces[loadCase] = GetTotalConcentratedForceVector(loadCase);

            ft.AddToSelf(fe);
            ft.AddToSelf(fc);
            //}

            if (perm.Item1.RowCount > 0 && perm.Item1.RowCount > 0)
            {
                var pf = pd.Transpose();


                var kr = pf.Multiply(kt).Multiply(pd);

                var a1 = new double[n];

                //a1.AddToSelf(rd);

                kt.Multiply(rd, a1);

                a1.AddToSelf(ft);

                var a2 = new double[np];

                pf.Multiply(a1, a2);

                var a3 = new double[np];

                #region load/generate solver

                if (Solvers_New.ContainsKey(pd))
                {
                    solver = Solvers_New[pd];
                }
                else
                {
                    solver = SolverFactory.CreateSolver((CCS)kr);

                    Solvers_New[pd] = solver;
                }


                if (!solver.IsInitialized)
                {
                    solver.Initialize();
                }

                #endregion

                solver.Solve(a2, a3);

                pd.Multiply(a3, dt);
            }

            dt.AddToSelf(rd, -1);

            ft.FillWith(0);

            kt.Multiply(dt, ft);

            var fx = supportReactions[loadCase] = (double[])ft.Clone();

            ft.AddToSelf(fe, -1);
            ft.AddToSelf(fc, -1);


            _forces[loadCase]        = ft;
            _displacements[loadCase] = dt;

            //var forcesRegenerated=



            for (var i = 0; i < parent.Nodes.Count; i++)
            {
                #region constraint

                var virtConsts = new List <Constraint>();

                var origConst = parent.Nodes[i].Constraints;

                virtConsts.Add(origConst);

                foreach (var element in parent.MpcElements)
                {
                    if (!(element is VirtualConstraint))
                    {
                        continue;
                    }

                    if (!element.AppliesForLoadCase(loadCase))
                    {
                        continue;
                    }

                    if (!element.Nodes.Contains(parent.Nodes[i]))
                    {
                        continue;
                    }

                    virtConsts.Add((element as VirtualConstraint).Constraint);
                }

                var finalConst = new Constraint();

                foreach (var cns in virtConsts)
                {
                    if (cns.DX == DofConstraint.Fixed)
                    {
                        finalConst.DX = DofConstraint.Fixed;
                    }

                    if (cns.DY == DofConstraint.Fixed)
                    {
                        finalConst.DY = DofConstraint.Fixed;
                    }

                    if (cns.DZ == DofConstraint.Fixed)
                    {
                        finalConst.DZ = DofConstraint.Fixed;
                    }


                    if (cns.RX == DofConstraint.Fixed)
                    {
                        finalConst.RX = DofConstraint.Fixed;
                    }

                    if (cns.RY == DofConstraint.Fixed)
                    {
                        finalConst.RY = DofConstraint.Fixed;
                    }

                    if (cns.RZ == DofConstraint.Fixed)
                    {
                        finalConst.RZ = DofConstraint.Fixed;
                    }
                }

                #endregion

                if (finalConst.DX == DofConstraint.Released)
                {
                    fx[6 * i + 0] = 0;
                }

                if (finalConst.DY == DofConstraint.Released)
                {
                    fx[6 * i + 1] = 0;
                }

                if (finalConst.DY == DofConstraint.Released)
                {
                    fx[6 * i + 2] = 0;
                }

                if (finalConst.RX == DofConstraint.Released)
                {
                    fx[6 * i + 3] = 0;
                }

                if (finalConst.RY == DofConstraint.Released)
                {
                    fx[6 * i + 4] = 0;
                }

                if (finalConst.RZ == DofConstraint.Released)
                {
                    fx[6 * i + 5] = 0;
                }
            }
        }
        /// <summary>
        /// Adds the analysis result.
        /// </summary>
        /// <param name="loadCase">The load case.</param>
        /// <remarks>if model is analyzed against specific load case, then displacements are available through <see cref="Displacements"/> property.
        /// If system is not analyses against a specific load case, then this method will analyses structure against <see cref="LoadCase"/>.
        /// While this method is using pre computed Cholesky Decomposition , its have a high performance in solving the system.
        /// </remarks>
        public void AddAnalysisResult_MPC(LoadCase loadCase)
        {
            var n  = parent.Nodes.Count * 6;
            var dt = new double[n];//total delta

            ISolver solver;

            var perm = CalcUtil.GenerateP_Delta_Mpc(parent, loadCase, new Mathh.GaussRrefFinder());

            var np = perm.Item1.ColumnCount;//master count

            var rd = perm.Item2;

            var pd = perm.Item1;

            var kt = MatrixAssemblerUtil.AssembleFullStiffnessMatrix(parent);


            var ft = new double[n];

            {
                var fe = elementForces[loadCase] = GetTotalElementsForceVector(loadCase);
                var fc = concentratedForces[loadCase] = GetTotalConcentratedForceVector(loadCase);

                ft.AddToSelf(fe);
                ft.AddToSelf(fc);
            }

            if (perm.Item1.RowCount > 0 && perm.Item1.RowCount > 0)
            {
                var pf = pd.Transpose();


                var kr = pf.Multiply(kt).Multiply(pd);

                var a1 = new double[n];

                //a1.AddToSelf(rd);

                kt.Multiply(rd, a1);

                a1.AddToSelf(ft);

                var a2 = new double[np];

                pf.Multiply(a1, a2);

                var a3 = new double[np];

                #region load/generate solver

                if (Solvers_New.ContainsKey(pd))
                {
                    solver = Solvers_New[pd];
                }
                else
                {
                    solver = SolverFactory.CreateSolver((CCS)kr);

                    Solvers_New[pd] = solver;
                }


                if (!solver.IsInitialized)
                {
                    solver.Initialize();
                }

                #endregion

                solver.Solve(a2, a3);

                pd.Multiply(a3, dt);
            }

            dt.AddToSelf(rd, -1);

            kt.Multiply(dt, ft);

            _forces[loadCase]        = ft;
            _displacements[loadCase] = dt;
        }