public static PlateBendingStressTensor Multiply(PlateBendingStressTensor t1, double coef)
{
var buf = new PlateBendingStressTensor();
buf.Mx = t1.Mx * coef;
buf.My = t1.My * coef;
buf.Mxy = t1.Mxy * coef;
return(buf);
}
public double Mx, My, Mxy; //fig 3, AN EXPLICIT FORMULATION FOR AN EFFICIENT TRIANGULAR PLATE-BENDING ELEMENT
public static PlateBendingStressTensor operator +(PlateBendingStressTensor left, PlateBendingStressTensor right)
{
var buf = new PlateBendingStressTensor();
buf.Mx = left.Mx + right.Mx;
buf.My = left.My + right.My;
buf.Mxy = left.Mxy + right.Mxy;
return(buf);
}
