Beispiel #1
0
 /// Set the integrable object
 public virtual void SetIntegrable(ChIntegrableIIorder mintegrable)
 {
     base.SetIntegrable(mintegrable);
     X.Reset(1, mintegrable);
     V.Reset(1, mintegrable);
     A.Reset(1, mintegrable);
 }
Beispiel #2
0
 /// Constructor
 public ChStaticAnalysis(ChIntegrableIIorder mintegrable)
 {
     integrable = mintegrable;
     L.Reset(0);
     X.Reset(1, mintegrable);
     V.Reset(1, mintegrable);
     A.Reset(1, mintegrable);
 }
Beispiel #3
0
 public ChAssemblyAnalysis(ChIntegrableIIorder mintegrable)
 {
     integrable = mintegrable;
     L.Reset(0);
     X.Reset(1, mintegrable);
     V.Reset(1, mintegrable);
     A.Reset(1, mintegrable);
     max_assembly_iters = 4;
 }
Beispiel #4
0
        /// Performs the static analysis,
        /// doing a linear solve.

        public override void StaticAnalysis()
        {
            ChIntegrableIIorder mintegrable = (ChIntegrableIIorder)this.integrable;

            // setup main vectors
            mintegrable.StateSetup(ref X, ref V, ref A);

            ChState                  Xnew = new ChState();
            ChStateDelta             Dx   = new ChStateDelta();
            ChVectorDynamic <double> R    = new ChVectorDynamic <double>();
            ChVectorDynamic <double> Qc   = new ChVectorDynamic <double>();
            double T = 0;

            // setup auxiliary vectors
            Dx.Reset(mintegrable.GetNcoords_v(), GetIntegrable());
            Xnew.Reset(mintegrable.GetNcoords_x(), mintegrable);
            R.Reset(mintegrable.GetNcoords_v());
            Qc.Reset(mintegrable.GetNconstr());
            L.Reset(mintegrable.GetNconstr());

            mintegrable.StateGather(ref X, ref V, ref T);  // state <- system

            // Set speed to zero
            V.matrix.FillElem(0);

            // Extrapolate a prediction as warm start
            Xnew = X;

            // use Newton Raphson iteration to solve implicit Euler for v_new
            //
            // [ - dF/dx    Cq' ] [ Dx  ] = [ f ]
            // [ Cq         0   ] [ L   ] = [ C ]

            for (int i = 0; i < this.GetMaxiters(); ++i)
            {
                mintegrable.StateScatter(Xnew, V, T);  // state -> system
                R.Reset();
                Qc.Reset();
                mintegrable.LoadResidual_F(ref R, 1.0);
                mintegrable.LoadConstraint_C(ref Qc, 1.0);

                double cfactor = ChMaths.ChMin(1.0, ((double)(i + 2) / (double)(incremental_steps + 1)));
                R  *= cfactor;
                Qc *= cfactor;

                //	GetLog()<< "Non-linear statics iteration=" << i << "  |R|=" << R.NormInf() << "  |Qc|=" << Qc.NormInf()
                //<< "\n";
                if ((R.matrix.NormInf() < this.GetTolerance()) && (Qc.matrix.NormInf() < this.GetTolerance()))
                {
                    break;
                }

                mintegrable.StateSolveCorrection(
                    ref Dx, ref L, R, Qc,
                    0,           // factor for  M
                    0,           // factor for  dF/dv
                    -1.0,        // factor for  dF/dx (the stiffness matrix)
                    Xnew, V, T,  // not needed here
                    false,       // do not StateScatter update to Xnew Vnew T+dt before computing correction
                    true         // force a call to the solver's Setup() function
                    );

                Xnew += Dx;
            }

            X = Xnew;

            mintegrable.StateScatter(X, V, T);    // state -> system
            mintegrable.StateScatterReactions(L); // -> system auxiliary data
        }