Timoshenko beam-column
Timoshenko beam-column
(OP)
Can anyone point me in the direction of a clear and concise explanation of Timoshenko beam-columns and how they differ from other models? I understand the form of the stiffness matrix for a 6DOF FEM line element is different, but I'm not sure what the differences are based on or mean.
Preferably I'd like to look at free sources of information rather than purchasing a text book. The stuff I've found from internet searches hasn't been as clear to me as I would like.
Preferably I'd like to look at free sources of information rather than purchasing a text book. The stuff I've found from internet searches hasn't been as clear to me as I would like.






RE: Timoshenko beam-column
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Timoshenko beam-column
Do you happen to know of a good source (again, preferably free) which explains the terms of a Timoshenko beam in the 6DOF FEM stiffness matrix? Your source doesn't have the stiffness matrices and explanation of the terms therein.
RE: Timoshenko beam-column
Last page for the matrix. First 24 for the formulation.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Timoshenko beam-column
RE: Timoshenko beam-column
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.