Questions and discussion for this lecture live here. Fire away by hitting **Reply** below

Dear Sean,

When we analyse symmetrical beams, this method holds (product moment of inertia Izy = 0). But what if we have asymmetrical cross sections (Izy is not equal to 0)? Bending moments in the z-direction causes the entire beam to also bend in the y-direction. How can we implement this in our 3D beam stiffness matrix? Will this also effect our tranformation matrix?

Kind regards,

Yannick

Hey @Yannick,

Once you provide the correct values for the moments of inertia for your section, Ixx, Iyy and Ixy, the stiffness matrix should accurately represent the flexural and torsional behaviour of the element.

One detail to be aware of is that we are assuming no coupling between actions - so-called â€˜cross-axis couplingâ€™. Refer to lecture 5 at about the 05:00 mark when i mention this.

SeÃ¡n

Hi Sean,

Okay, that is indeed true. But what if we do have coupling? Will the matrix [B] for bending around the y-axis be extended with the [B] matrix from the bending around the z-axis because of the fact it is coupled?

z * [B] from bending around y-axis in the z-direction (u_z1, phi_y1, u_z2, phi_y2):

y * [B] from bending around z-axis in the y-direction (u_y1, phi_z1, u_y2, phi_z2):

[B] combined (u_y1, u_z1, phi_y1, phi_z1, u_y2, u_z2, phi_y2, phi_z2):

Now applying the minimal potential energy method to find the stiffness matrix, we do find the following relation:

Multiplying [B]^T[C][B], integrating over the volume and adding the terms for u_x and phi_z, we will get the following local stiffness matrix [K_L]:

This matrix is identical to the ones derived from the lectures but now we have extra terms for the coupling effect, but I was wondering if this is the correct way of adding the coupling effect.

Hey @Yannick, Iâ€™m afraid without more research at this end I cannot confirm with any great authority that this is the appropriate approach to takeâ€¦weâ€™re getting into more specialist analysis now.

Sorry I canâ€™t provide you with a more satisfying answer than that!

As a next step, I would direct you to a great text on this called, *Matrix Structural Analysis* by McGuire, Gallagher and Ziemian. This is a very under-rated but in my view, exceptional reference text on all things related to the topic. Youâ€™re likely to find a fruitful avenue for further investigation in there. If you doâ€¦come back and let us know how you faired!

S