// in global 3D coordinate system
bp::tuple computeShearAndBending() {
PolyVec Vx, Vy, Fz, Mx, My, Tz;
beam->shearAndBending(Vx, Vy, Fz, Mx, My, Tz);
bp::list Vx0, Vy0, Fz0, Mx0, My0, Tz0;
int n = beam->getNumNodes() - 1;
for(int i = 0; i < n; i++)
{
Vx0.append(Vx(i).eval(0.0));
Vy0.append(Vy(i).eval(0.0));
Fz0.append(Fz(i).eval(0.0));
Mx0.append(-My(i).eval(0.0)); // translate back to global coordinates
My0.append(Mx(i).eval(0.0)); // translate back to global coordinates
Tz0.append(Tz(i).eval(0.0));
}
Vx0.append(Vx(n-1).eval(1.0));
Vy0.append(Vy(n-1).eval(1.0));
Fz0.append(Fz(n-1).eval(1.0));
Mx0.append(-My(n-1).eval(1.0)); // translate back to global coordinates
My0.append(Mx(n-1).eval(1.0)); // translate back to global coordinates
Tz0.append(Tz(n-1).eval(1.0));
return bp::make_tuple(bpn::array(Vx0), bpn::array(Vy0), bpn::array(Fz0), bpn::array(Mx0), bpn::array(My0), bpn::array(Tz0));
}
// in global 3D coordinate system
py::tuple computeShearAndBending(){
PolyVec Vx, Vy, Fz, Mx, My, Tz;
beam->shearAndBending(Vx, Vy, Fz, Mx, My, Tz);
int n = beam->getNumNodes() - 1;
int nodes = n + 1;
Vector Vx0(nodes), Vy0(nodes), Fz0(nodes), Mx0(nodes), My0(nodes), Tz0(nodes);
for(int i = 0; i < n; i++) {
Vx0[i] = Vx[i].eval(0.0);
Vy0[i] = Vy[i].eval(0.0);
Fz0[i] = Fz[i].eval(0.0);
Mx0[i] = -My[i].eval(0.0); // translate back to global coordinates
My0[i] = Mx[i].eval(0.0); // translate back to global coordinates
Tz0[i] = Tz[i].eval(0.0);
}
Vx0[n] = Vx[n-1].eval(1.0);
Vy0[n] = Vy[n-1].eval(1.0);
Fz0[n] = Fz[n-1].eval(1.0);
Mx0[n] = -My[n-1].eval(1.0); // translate back to global coordinates
My0[n] = Mx[n-1].eval(1.0); // translate back to global coordinates
Tz0[n] = Tz[n-1].eval(1.0);
return py::make_tuple(Vx0, Vy0, Fz0, Mx0, My0, Tz0);
}
