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BbarBrick.cpp Go to the documentation of this file. /* ********************************************************************* ** OpenSees - Open System for Earthquake Engineering Simulation ** ** Pacific Earthquake Engineering Research Center ** ** ** ** ** ** (C) Copyright 1999, The Regents of the University of California ** ** All Rights Reserved. ** ** ** ** Commercial use of this program without express permission of the ** ** University of California, Berkeley, is strictly prohibited. See ** ** file 'COPYRIGHT' in main directory for information on usage and ** ** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. ** ** ** ** Developed by: ** ** Frank McKenna (fmckenna@ce.berkeley.edu) ** ** Gregory L. Fenves (fenves@ce.berkeley.edu) ** ** Filip C. Filippou (filippou@ce.berkeley.edu) ** ** ** ** ****************************************************************** */ // $Revision: 1.18 $ // $Date: 2006/08/04 21:25:56 $ // $Source: /usr/local/cvs/OpenSees/SRC/element/brick/BbarBrick.cpp,v $ // Ed "C++" Love // // Eight node BbarBrick element // #include <stdio.h> #include <stdlib.h> #include <math.h> #include <ID.h> #include <Vector.h> #include <Matrix.h> #include <Element.h> #include <Node.h> #include <Domain.h> #include <ErrorHandler.h> #include <BbarBrick.h> #include <shp3d.h> #include <Renderer.h> #include <ElementResponse.h> #include <Channel.h> #include <FEM_ObjectBroker.h> //static data double BbarBrick::xl[3][8] ; Matrix BbarBrick::stiff(24,24) ; Vector BbarBrick::resid(24) ; Matrix BbarBrick::mass(24,24) ; //quadrature data const double BbarBrick::root3 = sqrt(3.0) ; const double BbarBrick::one_over_root3 = 1.0 / root3 ; const double BbarBrick::sg[] = { -one_over_root3, one_over_root3 } ; const double BbarBrick::wg[] = { 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0 } ; //null constructor BbarBrick::BbarBrick( ) : Element( 0, ELE_TAG_BbarBrick ), connectedExternalNodes(8), load(0), Ki(0) { for (int i=0; i<8; i++ ) { materialPointers[i] = 0; nodePointers[i] = 0; } b[0] = 0.0; b[1] = 0.0; b[2] = 0.0; } //********************************************************************* //full constructor BbarBrick::BbarBrick( int tag, int node1, int node2, int node3, int node4, int node5, int node6, int node7, int node8, NDMaterial &theMaterial, double b1, double b2, double b3) : Element( tag, ELE_TAG_BbarBrick ), connectedExternalNodes(8), load(0), Ki(0) { connectedExternalNodes(0) = node1 ; connectedExternalNodes(1) = node2 ; connectedExternalNodes(2) = node3 ; connectedExternalNodes(3) = node4 ; connectedExternalNodes(4) = node5 ; connectedExternalNodes(5) = node6 ; connectedExternalNodes(6) = node7 ; connectedExternalNodes(7) = node8 ; int i ; for ( i=0; i<8; i++ ) { materialPointers[i] = theMaterial.getCopy("ThreeDimensional") ; if (materialPointers[i] == 0) { opserr <<"BbarBrick::constructor - failed to get a material of type: ThreeDimensional\n"; exit(-1); } //end if } //end for i // Body forces b[0] = b1; b[1] = b2; b[2] = b3; } //****************************************************************** //destructor BbarBrick::~BbarBrick( ) { int i ; for ( i=0 ; i<8; i++ ) { delete materialPointers[i] ; materialPointers[i] = 0 ; nodePointers[i] = 0 ; } //end for i if (load != 0) delete load; if (Ki != 0) delete Ki; } //set domain void BbarBrick::setDomain( Domain *theDomain ) { int i ; //node pointers for ( i=0; i<8; i++ ) nodePointers[i] = theDomain->getNode( connectedExternalNodes(i) ) ; this->DomainComponent::setDomain(theDomain); } //get the number of external nodes int BbarBrick::getNumExternalNodes( ) const { return 8 ; } //return connected external nodes const ID& BbarBrick::getExternalNodes( ) { return connectedExternalNodes ; } //return connected external node Node ** BbarBrick::getNodePtrs(void) { return nodePointers ; } //return number of dofs int BbarBrick::getNumDOF( ) { return 24 ; } //commit state int BbarBrick::commitState( ) { int success = 0 ; // call element commitState to do any base class stuff if ((success = this->Element::commitState()) != 0) { opserr << "Brick::commitState () - failed in base class"; } for (int i=0; i<8; i++ ) success += materialPointers[i]->commitState( ) ; return success ; } //revert to last commit int BbarBrick::revertToLastCommit( ) { int i ; int success = 0 ; for ( i=0; i<8; i++ ) success += materialPointers[i]->revertToLastCommit( ) ; return success ; } //revert to start int BbarBrick::revertToStart( ) { int i ; int success = 0 ; for ( i=0; i<8; i++ ) success += materialPointers[i]->revertToStart( ) ; return success ; } //print out element data void BbarBrick::Print( OPS_Stream &s, int flag ) { s << endln ; s << "Volume/Pressure Eight Node BbarBrick \n" ; s << "Element Number: " << this->getTag() << endln ; s << "Node 1 : " << connectedExternalNodes(0) << endln ; s << "Node 2 : " << connectedExternalNodes(1) << endln ; s << "Node 3 : " << connectedExternalNodes(2) << endln ; s << "Node 4 : " << connectedExternalNodes(3) << endln ; s << "Node 5 : " << connectedExternalNodes(4) << endln ; s << "Node 6 : " << connectedExternalNodes(5) << endln ; s << "Node 7 : " << connectedExternalNodes(6) << endln ; s << "Node 8 : " << connectedExternalNodes(7) << endln ; s << "Material Information : \n " ; materialPointers[0]->Print( s, flag ) ; s << endln ; } //return stiffness matrix const Matrix& BbarBrick::getTangentStiff( ) { int tang_flag = 1 ; //get the tangent //do tangent and residual here formResidAndTangent( tang_flag ) ; return stiff ; } //return stiffness matrix const Matrix& BbarBrick::getInitialStiff( ) { if (Ki != 0) return *Ki; //strains ordered : eps11, eps22, eps33, 2*eps12, 2*eps23, 2*eps31 static const int ndm = 3 ; static const int ndf = 3 ; static const int nstress = 6 ; static const int numberNodes = 8 ; static const int numberGauss = 8 ; static const int nShape = 4 ; int i, j, k, p, q ; int jj, kk ; static double volume ; static double xsj ; // determinant jacaobian matrix static double dvol[numberGauss] ; //volume element static double gaussPoint[ndm] ; static Vector strain(nstress) ; //strain static double shp[nShape][numberNodes] ; //shape functions at a gauss point static double Shape[nShape][numberNodes][numberGauss] ; //all the shape functions static double shpBar[nShape][numberNodes] ; //mean value of shape functions static Matrix stiffJK(ndf,ndf) ; //nodeJK stiffness static Matrix dd(nstress,nstress) ; //material tangent //---------B-matrices------------------------------------ static Matrix BJ(nstress,ndf) ; // B matrix node J static Matrix BJtran(ndf,nstress) ; static Matrix BK(nstress,ndf) ; // B matrix node k static Matrix BJtranD(ndf,nstress) ; //------------------------------------------------------- //zero stiffness and residual stiff.Zero( ) ; //compute basis vectors and local nodal coordinates computeBasis( ) ; //zero mean shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shpBar[p][q] = 0.0 ; } // end for p //zero volume volume = 0.0 ; //gauss loop to compute and save shape functions int count = 0 ; for ( i = 0; i < 2; i++ ) { for ( j = 0; j < 2; j++ ) { for ( k = 0; k < 2; k++ ) { gaussPoint[0] = sg[i] ; gaussPoint[1] = sg[j] ; gaussPoint[2] = sg[k] ; //get shape functions shp3d( gaussPoint, xsj, shp, xl ) ; //save shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) Shape[p][q][count] = shp[p][q] ; } // end for p //volume element to also be saved dvol[count] = wg[count] * xsj ; //add to volume volume += dvol[count] ; //add to mean shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shpBar[p][q] += ( dvol[count] * shp[p][q] ) ; } // end for p count++ ; } //end for k } //end for j } // end for i //mean value of shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shpBar[p][q] /= volume ; } // end for p //gauss loop for ( i = 0; i < numberGauss; i++ ) { //extract shape functions from saved array for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shp[p][q] = Shape[p][q][i] ; } // end for p dd = materialPointers[i]->getInitialTangent( ) ; dd *= dvol[i] ; //residual and tangent calculations node loops jj = 0 ; for ( j = 0; j < numberNodes; j++ ) { BJ = computeBbar( j, shp, shpBar ) ; //transpose //BJtran = transpose( nstress, ndf, BJ ) ; for (p=0; p<ndf; p++) { for (q=0; q<nstress; q++) BJtran(p,q) = BJ(q,p) ; }//end for p //BJtranD = BJtran * dd ; BJtranD.addMatrixProduct(0.0, BJtran,dd,1.0); kk = 0 ; for ( k = 0; k < numberNodes; k++ ) { BK = computeBbar( k, shp, shpBar ) ; //stiffJK = BJtranD * BK ; stiffJK.addMatrixProduct(0.0, BJtranD,BK,1.0) ; for ( p = 0; p < ndf; p++ ) { for ( q = 0; q < ndf; q++ ) stiff( jj+p, kk+q ) += stiffJK( p, q ) ; } //end for p kk += ndf ; } // end for k loop jj += ndf ; } // end for j loop } //end for i gauss loop Ki = new Matrix(stiff); return stiff ; } //return mass matrix const Matrix& BbarBrick::getMass( ) { int tangFlag = 1 ; formInertiaTerms( tangFlag ) ; return mass ; } void BbarBrick::zeroLoad( ) { if (load != 0) load->Zero(); return ; } int BbarBrick::addLoad(ElementalLoad *theLoad, double loadFactor) { opserr << "BbarBrick::addLoad - load type unknown for ele with tag: " << this->getTag() << endln; return -1; } int BbarBrick::addInertiaLoadToUnbalance(const Vector &accel) { static const int numberNodes = 8 ; static const int numberGauss = 8 ; static const int ndf = 3 ; int i; // check to see if have mass int haveRho = 0; for (i = 0; i < numberGauss; i++) { if (materialPointers[i]->getRho() != 0.0) haveRho = 1; } if (haveRho == 0) return 0; // Compute mass matrix int tangFlag = 1 ; formInertiaTerms( tangFlag ) ; // store computed RV fro nodes in resid vector int count = 0; for (i=0; i<numberNodes; i++) { const Vector &Raccel = nodePointers[i]->getRV(accel); for (int j=0; j<ndf; j++) resid(count++) = Raccel(j); } // create the load vector if one does not exist if (load == 0) load = new Vector(numberNodes*ndf); // add -M * RV(accel) to the load vector load->addMatrixVector(1.0, mass, resid, -1.0); return 0; } //get residual const Vector& BbarBrick::getResistingForce( ) { int tang_flag = 0 ; //don't get the tangent formResidAndTangent( tang_flag ) ; if (load != 0) resid -= *load; return resid ; } //get residual with inertia terms const Vector& BbarBrick::getResistingForceIncInertia( ) { static Vector res(24); int tang_flag = 0 ; //don't get the tangent //do tangent and residual here formResidAndTangent( tang_flag ) ; formInertiaTerms( tang_flag ) ; res = resid; // add the damping forces if rayleigh damping if (alphaM != 0.0 || betaK != 0.0 || betaK0 != 0.0 || betaKc != 0.0) res += this->getRayleighDampingForces(); if (load != 0) res -= *load; return res ; } //********************************************************************* //form inertia terms void BbarBrick::formInertiaTerms( int tangFlag ) { static const int ndm = 3 ; static const int ndf = 3 ; static const int numberNodes = 8 ; static const int numberGauss = 8 ; static const int nShape = 4 ; static const int massIndex = nShape - 1 ; double xsj ; // determinant jacaobian matrix double dvol[numberGauss] ; //volume element static double shp[nShape][numberNodes] ; //shape functions at a gauss point static double Shape[nShape][numberNodes][numberGauss] ; //all the shape functions static double gaussPoint[ndm] ; static Vector momentum(ndf) ; int i, j, k, p, q ; int jj, kk ; double temp, rho, massJK ; //zero mass mass.Zero( ) ; //compute basis vectors and local nodal coordinates computeBasis( ) ; //gauss loop to compute and save shape functions int count = 0 ; for ( i = 0; i < 2; i++ ) { for ( j = 0; j < 2; j++ ) { for ( k = 0; k < 2; k++ ) { gaussPoint[0] = sg[i] ; gaussPoint[1] = sg[j] ; gaussPoint[2] = sg[k] ; //get shape functions shp3d( gaussPoint, xsj, shp, xl ) ; //save shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) Shape[p][q][count] = shp[p][q] ; } // end for p //volume element to also be saved dvol[count] = wg[count] * xsj ; count++ ; } //end for k } //end for j } // end for i //gauss loop for ( i = 0; i < numberGauss; i++ ) { //extract shape functions from saved array for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shp[p][q] = Shape[p][q][i] ; } // end for p //node loop to compute acceleration momentum.Zero( ) ; for ( j = 0; j < numberNodes; j++ ) //momentum += shp[massIndex][j] * ( nodePointers[j]->getTrialAccel() ) ; momentum.addVector( 1.0, nodePointers[j]->getTrialAccel(), shp[massIndex][j] ) ; //density rho = materialPointers[i]->getRho() ; //multiply acceleration by density to form momentum momentum *= rho ; //residual and tangent calculations node loops jj = 0 ; for ( j = 0; j < numberNodes; j++ ) { temp = shp[massIndex][j] * dvol[i] ; for ( p = 0; p < ndf; p++ ) resid( jj+p ) += ( temp * momentum(p) ) ; if ( tangFlag == 1 ) { //multiply by density temp *= rho ; //node-node mass kk = 0 ; for ( k = 0; k < numberNodes; k++ ) { massJK = temp * shp[massIndex][k] ; for ( p = 0; p < ndf; p++ ) mass( jj+p, kk+p ) += massJK ; kk += ndf ; } // end for k loop } // end if tang_flag jj += ndf ; } // end for j loop } //end for i gauss loop } //********************************************************************* //form residual and tangent void BbarBrick::formResidAndTangent( int tang_flag ) { //strains ordered : eps11, eps22, eps33, 2*eps12, 2*eps23, 2*eps31 static const int ndm = 3 ; static const int ndf = 3 ; static const int nstress = 6 ; static const int numberNodes = 8 ; static const int numberGauss = 8 ; static const int nShape = 4 ; int i, j, k, p, q ; int jj, kk ; int success ; static double volume ; static double xsj ; // determinant jacaobian matrix static double dvol[numberGauss] ; //volume element static double gaussPoint[ndm] ; static Vector strain(nstress) ; //strain static double shp[nShape][numberNodes] ; //shape functions at a gauss point static double Shape[nShape][numberNodes][numberGauss] ; //all the shape functions static double shpBar[nShape][numberNodes] ; //mean value of shape functions static Vector residJ(ndf) ; //nodeJ residual static Matrix stiffJK(ndf,ndf) ; //nodeJK stiffness static Vector stress(nstress) ; //stress static Matrix dd(nstress,nstress) ; //material tangent //---------B-matrices------------------------------------ static Matrix BJ(nstress,ndf) ; // B matrix node J static Matrix BJtran(ndf,nstress) ; static Matrix BK(nstress,ndf) ; // B matrix node k static Matrix BJtranD(ndf,nstress) ; //------------------------------------------------------- //zero stiffness and residual stiff.Zero( ) ; resid.Zero( ) ; //compute basis vectors and local nodal coordinates computeBasis( ) ; //zero mean shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shpBar[p][q] = 0.0 ; } // end for p //zero volume volume = 0.0 ; //gauss loop to compute and save shape functions int count = 0 ; for ( i = 0; i < 2; i++ ) { for ( j = 0; j < 2; j++ ) { for ( k = 0; k < 2; k++ ) { gaussPoint[0] = sg[i] ; gaussPoint[1] = sg[j] ; gaussPoint[2] = sg[k] ; //get shape functions shp3d( gaussPoint, xsj, shp, xl ) ; //save shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) Shape[p][q][count] = shp[p][q] ; } // end for p //volume element to also be saved dvol[count] = wg[count] * xsj ; //add to volume volume += dvol[count] ; //add to mean shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shpBar[p][q] += ( dvol[count] * shp[p][q] ) ; } // end for p count++ ; } //end for k } //end for j } // end for i //mean value of shape functions for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shpBar[p][q] /= volume ; } // end for p //gauss loop for ( i = 0; i < numberGauss; i++ ) { //extract shape functions from saved array for ( p = 0; p < nShape; p++ ) { for ( q = 0; q < numberNodes; q++ ) shp[p][q] = Shape[p][q][i] ; } // end for p //zero the strains strain.Zero( ) ; // j-node loop to compute strain for ( j = 0; j < numberNodes; j++ ) { //compute B matrix BJ = computeBbar( j, shp, shpBar ) ; //nodal displacements const Vector &ul = nodePointers[j]->getTrialDisp( ) ; //compute the strain //strain += (BJ*ul) ; strain.addMatrixVector(1.0, BJ,ul,1.0 ) ; } // end for j //send the strain to the material success = materialPointers[i]->setTrialStrain( strain ) ; //compute the stress stress = materialPointers[i]->getStress( ) ; //multiply by volume element stress *= dvol[i] ; if ( tang_flag == 1 ) { dd = materialPointers[i]->getTangent( ) ; dd *= dvol[i] ; } //end if tang_flag //residual and tangent calculations node loops jj = 0 ; for ( j = 0; j < numberNodes; j++ ) { BJ = computeBbar( j, shp, shpBar ) ; //transpose //BJtran = transpose( nstress, ndf, BJ ) ; for (p=0; p<ndf; p++) { for (q=0; q<nstress; q++) BJtran(p,q) = BJ(q,p) ; }//end for p //residual //residJ = BJtran * stress ; residJ.addMatrixVector(0.0, BJtran,stress,1.0); //residual for ( p = 0; p < ndf; p++ ) { resid( jj + p ) += residJ(p) ; resid( jj + p ) -= dvol[i]*b[p]*shp[3][j]; } if ( tang_flag == 1 ) { //BJtranD = BJtran * dd ; BJtranD.addMatrixProduct(0.0, BJtran,dd,1.0); kk = 0 ; for ( k = 0; k < numberNodes; k++ ) { BK = computeBbar( k, shp, shpBar ) ; //stiffJK = BJtranD * BK ; stiffJK.addMatrixProduct(0.0, BJtranD,BK,1.0) ; for ( p = 0; p < ndf; p++ ) { for ( q = 0; q < ndf; q++ ) stiff( jj+p, kk+q ) += stiffJK( p, q ) ; } //end for p kk += ndf ; } // end for k loop } // end if tang_flag jj += ndf ; } // end for j loop } //end for i gauss loop return ; } //************************************************************************ //compute local coordinates and basis void BbarBrick::computeBasis( ) { //nodal coordinates int i ; for ( i = 0; i < 8; i++ ) { const Vector &coorI = nodePointers[i]->getCrds( ) ; xl[0][i] = coorI(0) ; xl[1][i] = coorI(1) ; xl[2][i] = coorI(2) ; } //end for i } //************************************************************************* //compute B const Matrix& BbarBrick::computeBbar( int node, const double shp[4][8], const double shpBar[4][8] ) { static Matrix Bbar(6,3) ; //static Matrix Bdev(3,3) ; static double Bdev[3][3] ; //static Matrix BbarVol(3,3) ; static double BbarVol[3][3] ; static const double one3 = 1.0/3.0 ; //---B Matrices in standard {1,2,3} mechanics notation--------- // // - - // | 2N,1 -N,2 -N,3 | // Bdev = (1/3) | -N,1 2N,2 -N,3 | (3x3) // | -N,1 -N,2 2N,3 | // - - // // - - // | N,1 N,2 N,3 | // Bvol = (1/3) | N,1 N,2 N.3 | (3x3) // | N,1 N,2 N,3 | // - - // // - - // | | // | Bdev + Bvol | // B = | | // |---------------------| (6x3) // | N,2 N,1 0 | // | 0 N,3 N,2 | // | N,3 0 N,1 | // - - // //--------------------------------------------------------------- Bbar.Zero( ) ; //deviatoric Bdev[0][0] = 2.0*shp[0][node] ; Bdev[0][1] = -shp[1][node] ; Bdev[0][2] = -shp[2][node] ; Bdev[1][0] = -shp[0][node] ; Bdev[1][1] = 2.0*shp[1][node] ; Bdev[1][2] = -shp[2][node] ; Bdev[2][0] = -shp[0][node] ; Bdev[2][1] = -shp[1][node] ; Bdev[2][2] = 2.0*shp[2][node] ; //volumetric BbarVol[0][0] = shpBar[0][node] ; BbarVol[0][1] = shpBar[1][node] ; BbarVol[0][2] = shpBar[2][node] ; BbarVol[1][0] = shpBar[0][node] ; BbarVol[1][1] = shpBar[1][node] ; BbarVol[1][2] = shpBar[2][node] ; BbarVol[2][0] = shpBar[0][node] ; BbarVol[2][1] = shpBar[1][node] ; BbarVol[2][2] = shpBar[2][node] ; //extensional terms for ( int i=0; i<3; i++ ){ for ( int j=0; j<3; j++ ) Bbar(i,j) = one3*( Bdev[i][j] + BbarVol[i][j] ) ; }//end for i //shear terms Bbar(3,0) = shp[1][node] ; Bbar(3,1) = shp[0][node] ; Bbar(4,1) = shp[2][node] ; Bbar(4,2) = shp[1][node] ; Bbar(5,0) = shp[2][node] ; Bbar(5,2) = shp[0][node] ; return Bbar ; } //*********************************************************************** Matrix BbarBrick::transpose( int dim1, int dim2, const Matrix &M ) { int i ; int j ; Matrix Mtran( dim2, dim1 ) ; for ( i = 0; i < dim1; i++ ) { for ( j = 0; j < dim2; j++ ) Mtran(j,i) = M(i,j) ; } // end for i return Mtran ; } //********************************************************************** int BbarBrick::sendSelf (int commitTag, Channel &theChannel) { int res = 0; // note: we don't check for dataTag == 0 for Element // objects as that is taken care of in a commit by the Domain // object - don't want to have to do the check if sending data int dataTag = this->getDbTag(); // Quad packs its data into a Vector and sends this to theChannel // along with its dbTag and the commitTag passed in the arguments // Now quad sends the ids of its materials int matDbTag; static ID idData(25); idData(24) = this->getTag(); int i; for (i = 0; i < 8; i++) { idData(i) = materialPointers[i]->getClassTag(); matDbTag = materialPointers[i]->getDbTag(); // NOTE: we do have to ensure that the material has a database // tag if we are sending to a database channel. if (matDbTag == 0) { matDbTag = theChannel.getDbTag(); if (matDbTag != 0) materialPointers[i]->setDbTag(matDbTag); } idData(i+8) = matDbTag; } idData(16) = connectedExternalNodes(0); idData(17) = connectedExternalNodes(1); idData(18) = connectedExternalNodes(2); idData(19) = connectedExternalNodes(3); idData(20) = connectedExternalNodes(4); idData(21) = connectedExternalNodes(5); idData(22) = connectedExternalNodes(6); idData(23) = connectedExternalNodes(7); res += theChannel.sendID(dataTag, commitTag, idData); if (res < 0) { opserr << "WARNING BbarBrick::sendSelf() - " << this->getTag() << "failed to send ID\n"; return res; } // Finally, quad asks its material objects to send themselves for (i = 0; i < 8; i++) { res += materialPointers[i]->sendSelf(commitTag, theChannel); if (res < 0) { opserr << "WARNING BbarBrick::sendSelf() - " << this->getTag() << " failed to send its Material\n"; return res; } } return res; } int BbarBrick::recvSelf (int commitTag, Channel &theChannel, FEM_ObjectBroker &theBroker) { int res = 0; int dataTag = this->getDbTag(); static ID idData(25); // Quad now receives the tags of its four external nodes res += theChannel.recvID(dataTag, commitTag, idData); if (res < 0) { opserr << "WARNING BbarBrick::recvSelf() - " << this->getTag() << " failed to receive ID\n"; return res; } this->setTag(idData(24)); connectedExternalNodes(0) = idData(16); connectedExternalNodes(1) = idData(17); connectedExternalNodes(2) = idData(18); connectedExternalNodes(3) = idData(19); connectedExternalNodes(4) = idData(20); connectedExternalNodes(5) = idData(21); connectedExternalNodes(6) = idData(22); connectedExternalNodes(7) = idData(23); if (materialPointers[0] == 0) { for (int i = 0; i < 8; i++) { int matClassTag = idData(i); int matDbTag = idData(i+8); // Allocate new material with the sent class tag materialPointers[i] = theBroker.getNewNDMaterial(matClassTag); if (materialPointers[i] == 0) { opserr << "BbarBrick::recvSelf() - Broker could not create NDMaterial of class type" << matClassTag << endln; exit(-1); } // Now receive materials into the newly allocated space materialPointers[i]->setDbTag(matDbTag); res += materialPointers[i]->recvSelf(commitTag, theChannel, theBroker); if (res < 0) { opserr << "NLBeamColumn3d::recvSelf() - material " << i << "failed to recv itself\n"; return res; } } } // materials exist , ensure materials of correct type and recvSelf on them else { for (int i = 0; i < 8; i++) { int matClassTag = idData(i); int matDbTag = idData(i+8); // Check that material is of the right type; if not, // delete it and create a new one of the right type if (materialPointers[i]->getClassTag() != matClassTag) { delete materialPointers[i]; materialPointers[i] = theBroker.getNewNDMaterial(matClassTag); if (materialPointers[i] == 0) { opserr << "BbarBrick::recvSelf() - Broker could not create NDMaterial of class type" << matClassTag << endln; exit(-1); } materialPointers[i]->setDbTag(matDbTag); } // Receive the material res += materialPointers[i]->recvSelf(commitTag, theChannel, theBroker); if (res < 0) { opserr << "NLBeamColumn3d::recvSelf() - material " << i << "failed to recv itself\n"; return res; } } } return res; } //************************************************************************** int BbarBrick::displaySelf(Renderer &theViewer, int displayMode, float fact) { const Vector &end1Crd = nodePointers[0]->getCrds(); const Vector &end2Crd = nodePointers[1]->getCrds(); const Vector &end3Crd = nodePointers[2]->getCrds(); const Vector &end4Crd = nodePointers[3]->getCrds(); const Vector &end5Crd = nodePointers[4]->getCrds(); const Vector &end6Crd = nodePointers[5]->getCrds(); const Vector &end7Crd = nodePointers[6]->getCrds(); const Vector &end8Crd = nodePointers[7]->getCrds(); static Matrix coords(4,3); static Vector values(4); static Vector P(24) ; values(0) = 1 ; values(1) = 1 ; values(2) = 1 ; values(3) = 1 ; int error = 0; int i; if (displayMode >= 0) { const Vector &end1Disp = nodePointers[0]->getDisp(); const Vector &end2Disp = nodePointers[1]->getDisp(); const Vector &end3Disp = nodePointers[2]->getDisp(); const Vector &end4Disp = nodePointers[3]->getDisp(); const Vector &end5Disp = nodePointers[4]->getDisp(); const Vector &end6Disp = nodePointers[5]->getDisp(); const Vector &end7Disp = nodePointers[6]->getDisp(); const Vector &end8Disp = nodePointers[7]->getDisp(); if (displayMode < 3 && displayMode > 0) P = this->getResistingForce(); for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i) + end1Disp(i)*fact; coords(1,i) = end2Crd(i) + end2Disp(i)*fact; coords(2,i) = end3Crd(i) + end3Disp(i)*fact; coords(3,i) = end4Crd(i) + end4Disp(i)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end5Crd(i) + end5Disp(i)*fact; coords(1,i) = end6Crd(i) + end6Disp(i)*fact; coords(2,i) = end7Crd(i) + end7Disp(i)*fact; coords(3,i) = end8Crd(i) + end8Disp(i)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i) + end1Disp(i)*fact; coords(1,i) = end4Crd(i) + end4Disp(i)*fact; coords(2,i) = end8Crd(i) + end8Disp(i)*fact; coords(3,i) = end5Crd(i) + end5Disp(i)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end2Crd(i) + end2Disp(i)*fact; coords(1,i) = end3Crd(i) + end3Disp(i)*fact; coords(2,i) = end7Crd(i) + end7Disp(i)*fact; coords(3,i) = end6Crd(i) + end6Disp(i)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i) + end1Disp(i)*fact; coords(1,i) = end2Crd(i) + end2Disp(i)*fact; coords(2,i) = end6Crd(i) + end6Disp(i)*fact; coords(3,i) = end5Crd(i) + end5Disp(i)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end4Crd(i) + end4Disp(i)*fact; coords(1,i) = end3Crd(i) + end3Disp(i)*fact; coords(2,i) = end7Crd(i) + end7Disp(i)*fact; coords(3,i) = end8Crd(i) + end8Disp(i)*fact; } error += theViewer.drawPolygon (coords, values); } else { int mode = displayMode * -1; const Matrix &eigen1 = nodePointers[0]->getEigenvectors(); const Matrix &eigen2 = nodePointers[1]->getEigenvectors(); const Matrix &eigen3 = nodePointers[2]->getEigenvectors(); const Matrix &eigen4 = nodePointers[3]->getEigenvectors(); const Matrix &eigen5 = nodePointers[4]->getEigenvectors(); const Matrix &eigen6 = nodePointers[5]->getEigenvectors(); const Matrix &eigen7 = nodePointers[6]->getEigenvectors(); const Matrix &eigen8 = nodePointers[7]->getEigenvectors(); if (eigen1.noCols() >= mode) { for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i) + eigen1(i,mode-1)*fact; coords(1,i) = end2Crd(i) + eigen2(i,mode-1)*fact; coords(2,i) = end3Crd(i) + eigen3(i,mode-1)*fact; coords(3,i) = end4Crd(i) + eigen4(i,mode-1)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end5Crd(i) + eigen5(i,mode-1)*fact; coords(1,i) = end6Crd(i) + eigen6(i,mode-1)*fact; coords(2,i) = end7Crd(i) + eigen7(i,mode-1)*fact; coords(3,i) = end8Crd(i) + eigen8(i,mode-1)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i) + eigen1(i,mode-1)*fact; coords(1,i) = end4Crd(i) + eigen4(i,mode-1)*fact; coords(2,i) = end8Crd(i) + eigen8(i,mode-1)*fact; coords(3,i) = end5Crd(i) + eigen5(i,mode-1)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end2Crd(i) + eigen2(i,mode-1)*fact; coords(1,i) = end3Crd(i) + eigen3(i,mode-1)*fact; coords(2,i) = end7Crd(i) + eigen7(i,mode-1)*fact; coords(3,i) = end6Crd(i) + eigen6(i,mode-1)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i) + eigen1(i,mode-1)*fact; coords(1,i) = end2Crd(i) + eigen2(i,mode-1)*fact; coords(2,i) = end6Crd(i) + eigen6(i,mode-1)*fact; coords(3,i) = end5Crd(i) + eigen5(i,mode-1)*fact; } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end4Crd(i) + eigen4(i,mode-1)*fact; coords(1,i) = end3Crd(i) + eigen3(i,mode-1)*fact; coords(2,i) = end7Crd(i) + eigen7(i,mode-1)*fact; coords(3,i) = end8Crd(i) + eigen8(i,mode-1)*fact; } error += theViewer.drawPolygon (coords, values); } else { values.Zero(); for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i); coords(1,i) = end2Crd(i); coords(2,i) = end3Crd(i); coords(3,i) = end4Crd(i); } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end5Crd(i); coords(1,i) = end6Crd(i); coords(2,i) = end7Crd(i); coords(3,i) = end8Crd(i); } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i); coords(1,i) = end4Crd(i); coords(2,i) = end8Crd(i); coords(3,i) = end5Crd(i); } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end2Crd(i); coords(1,i) = end3Crd(i); coords(2,i) = end7Crd(i); coords(3,i) = end6Crd(i); } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end1Crd(i); coords(1,i) = end2Crd(i); coords(2,i) = end6Crd(i); coords(3,i) = end5Crd(i); } error += theViewer.drawPolygon (coords, values); for (i = 0; i < 3; i++) { coords(0,i) = end4Crd(i); coords(1,i) = end3Crd(i); coords(2,i) = end7Crd(i); coords(3,i) = end8Crd(i); } error += theViewer.drawPolygon (coords, values); } } return error; } Response* BbarBrick::setResponse(const char **argv, int argc, Information &eleInfo, OPS_Stream &output) { Response *theResponse = 0; char outputData[32]; output.tag("ElementOutput"); output.attr("eleType","BbarBrick"); output.attr("eleTag",this->getTag()); for (int i=1; i<=8; i++) { sprintf(outputData,"node%d",i); output.attr(outputData,nodePointers[i-1]->getTag()); } if (strcmp(argv[0],"force") == 0 || strcmp(argv[0],"forces") == 0) { char outputData[10]; for (int i=1; i<=8; i++) { sprintf(outputData,"P1_%d",i); output.tag("ResponseType",outputData); sprintf(outputData,"P2_%d",i); output.tag("ResponseType",outputData); sprintf(outputData,"P3_%d",i); output.tag("ResponseType",outputData); } theResponse = new ElementResponse(this, 1, resid); } else if (strcmp(argv[0],"material") == 0 || strcmp(argv[0],"integrPoint") == 0) { int pointNum = atoi(argv[1]); if (pointNum > 0 && pointNum <= 8) { output.tag("GaussPoint"); output.attr("number",pointNum); theResponse = materialPointers[pointNum-1]->setResponse(&argv[2], argc-2, eleInfo, output); output.endTag(); // GaussPoint } } else if (strcmp(argv[0],"stresses") ==0) { for (int i=0; i<8; i++) { output.tag("GaussPoint"); output.attr("number",i+1); output.tag("NdMaterialOutput"); output.attr("classType", materialPointers[i]->getClassTag()); output.attr("tag", materialPointers[i]->getTag()); output.tag("ResponseType","sigma11"); output.tag("ResponseType","sigma22"); output.tag("ResponseType","sigma33"); output.tag("ResponseType","sigma12"); output.tag("ResponseType","sigma13"); output.tag("ResponseType","sigma23"); output.endTag(); // NdMaterialOutput output.endTag(); // GaussPoint } theResponse = new ElementResponse(this, 3, Vector(48)); } output.endTag(); // ElementOutput return theResponse; } int BbarBrick::getResponse(int responseID, Information &eleInfo) { static Vector stresses(48); if (responseID == 1) return eleInfo.setVector(this->getResistingForce()); else if (responseID == 2) return eleInfo.setMatrix(this->getTangentStiff()); else if (responseID == 3) { // Loop over the integration points int cnt = 0; for (int i = 0; i < 8; i++) { // Get material stress response const Vector &sigma = materialPointers[i]->getStress(); stresses(cnt++) = sigma(0); stresses(cnt++) = sigma(1); stresses(cnt++) = sigma(2); stresses(cnt++) = sigma(3); stresses(cnt++) = sigma(4); stresses(cnt++) = sigma(5); } return eleInfo.setVector(stresses); } else return -1; } Generated on Mon Oct 23 15:05:05 2006 for OpenSees by  1.5.0

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