Ejemplo n.º 1
0
int
BeamContact2Dp::commitState()
{
	// update projection
	mXi = Project(mXi);

	// update surface tangent vector, g_xi
	UpdateBase(mXi);

	// update vectors Bn and Bs for next step
	ComputeB();

	// update contact state 
	was_inContact = (mGap < 0.0);
	in_bounds     = ((mXi > 0.000) && (mXi < 1.000));
	inContact     = (was_inContact && in_bounds);

	int retVal = 0;
	// call element commitState to do any base class stuff
	if ((retVal = this->Element::commitState()) != 0) {
	    opserr << "BeamContact2Dp::commitState() - failed in base class";
	}
	retVal = theMaterial->commitState();

	return retVal;
}
Ejemplo n.º 2
0
int
BeamContact2D::revertToStart()
{
	if (mIniContact == 0) {
		inContact          = true;
		was_inContact      = true;
		to_be_released     = false;
		should_be_released = false;
		in_bounds          = true;
	} else {
		inContact          = false;
		was_inContact      = false;
		to_be_released     = false;
		should_be_released = false;
		in_bounds          = true;
	}

	// reset applicable member variables 
	mDcrd_a = mIcrd_a;
	mDcrd_b = mIcrd_b;
	mDcrd_s = mIcrd_s;
	mDisp_a_n.Zero();
	mDisp_b_n.Zero();

	mLength = (mDcrd_b - mDcrd_a).Norm();

	ma_1 = (mDcrd_b - mDcrd_a)/mLength;
	mb_1 = ma_1;

	mXi = ((mDcrd_b - mDcrd_s)^(mDcrd_b - mDcrd_a))/mLength;
	mXi = Project(mXi);

	in_bounds = ((mXi > 0.000) && (mXi < 1.000));
	inContact = (was_inContact && in_bounds);

	UpdateBase(mXi);
	ComputeB();

	return theMaterial->revertToStart();
}
Ejemplo n.º 3
0
void
BeamContact2Dp::setDomain(Domain *theDomain)
{
	Vector x_c(BC2D_NUM_DIM);
	
	mEye1.Zero();
	mEye1(0,0) = 1.0;
	mEye1(1,1) = 1.0;

	mEyeS.Zero();
	mEyeS(0,1) = -1.0;
	mEyeS(1,0) = 1.0;

	theNodes[0] = theDomain->getNode(mExternalNodes(0));
	theNodes[1] = theDomain->getNode(mExternalNodes(1));
	theNodes[2] = theDomain->getNode(mExternalNodes(2));

	for (int i = 0; i < 3; i++) {
        if (theNodes[i] == 0)
            return;  // don't go any further - otherwise segmentation fault
    }

	// initialize coordinate vectors
	mIcrd_a = theNodes[0]->getCrds();
	mIcrd_b = theNodes[1]->getCrds();
	mIcrd_s = theNodes[2]->getCrds();
	mDcrd_a = mIcrd_a;
	mDcrd_b = mIcrd_b;
	mDcrd_s = mIcrd_s;
	mDisp_a_n.Zero();
	mDisp_b_n.Zero();

    // length of beam element
	mLength = (mDcrd_b - mDcrd_a).Norm();

	// initialize tangent vectors at beam nodes
	ma_1 = (mDcrd_b - mDcrd_a)/mLength;
	mb_1 = ma_1;

	// perform projection of slave node to beam centerline
	mXi = ((mDcrd_b - mDcrd_s)^(mDcrd_b - mDcrd_a))/mLength;  // initial assumption
	mXi = Project(mXi);                                       // actual location

	// update contact state based on projection
	in_bounds = ((mXi > 0.000) && (mXi < 1.000));
	inContact = (was_inContact && in_bounds);

	// centerline projection coordinate
	x_c = mDcrd_a*mShape(0) + ma_1*mLength*mShape(1) + mDcrd_b*mShape(2) + mb_1*mLength*mShape(3);

	// update surface tangent vector, g_xi
	UpdateBase(mXi);

	// adjust cohesion force
	theMaterial->ScaleCohesion(mLength);
	theMaterial->ScaleTensileStrength(mLength);

	// compute vectors Bn and Bs
	ComputeB();

	// call the base class method
	this->DomainComponent::setDomain(theDomain);
}