peto24ap
Structural
- Oct 7, 2014
- 14
Hi,
I have written a code for analysis of curved shell structures using Ahmed/Irons/Zienkiewicz degenerated shell element. Now I would like to connect it to a more complex structure with beams and trusses. Degenerated shell elements have 5 degrees of freedom in node (3 translations wrt global axes and 2 rotations around local axes). Typical 3D beam element have 6 degrees of freedom (3 translations and 3 rotations wrt global axes. Is there any way how to connect these elements ? I think that I am missing some transformation matrix that can turn 2 rotations around local axes of shell element to 2 (or 3) rotations around global axes which can be coupled (summed) with rotations of other elements.
Thank you
I have written a code for analysis of curved shell structures using Ahmed/Irons/Zienkiewicz degenerated shell element. Now I would like to connect it to a more complex structure with beams and trusses. Degenerated shell elements have 5 degrees of freedom in node (3 translations wrt global axes and 2 rotations around local axes). Typical 3D beam element have 6 degrees of freedom (3 translations and 3 rotations wrt global axes. Is there any way how to connect these elements ? I think that I am missing some transformation matrix that can turn 2 rotations around local axes of shell element to 2 (or 3) rotations around global axes which can be coupled (summed) with rotations of other elements.
Thank you