Bending Stiffness of Twisted Beams
Hello!
I was looking to analytically obtain the local bending stiffness of a uniform selender beam which has been twisted along the longitudinal axis (please note that the beam is not 'pre-twisted', i.e, it not twisted in its unstressed state). The exact problem statement is written below. I would be extremely grateful if I can get directions on how to approach the problem or references where such a problem is addressed. Thank you very much!
Problem statement: