• This forum is the machine-generated translation of www.cad3d.it/forum1 - the Italian design community. Several terms are not translated correctly.

problem application moment bending on beams with strong curvature

  • Thread starter Thread starter masaniello94
  • Start date Start date

masaniello94

Guest
Hello I am a mechanical engineering student who has recently approached fem analysis. I am carrying out an exercise on the verification of the intensifying factor of tensions in a curved beam subject to bending moment as shown in one of the attached files. I would like to understand how to apply it in this case since the distribution of tensions is parabolic.
 

Attachments

  • trave a forte curvatura.webp
    trave a forte curvatura.webp
    15.2 KB · Views: 9
  • trave.webp
    trave.webp
    22.6 KB · Views: 10
Hello I am a mechanical engineering student who has recently approached fem analysis. I am carrying out an exercise on the verification of the intensifying factor of tensions in a curved beam subject to bending moment as shown in one of the attached files. I would like to understand how to apply it in this case since the distribution of tensions is parabolic.
do the beam for 180 degrees and not only 90 degrees, then apply the flenching moment to one face, (with a linear distribution of resulting pressure nothing goes well), binding the other and go to see the results far from the bond and from the loading point, so as to check the results not affected by the ends.
 
do the beam for 180 degrees and not only 90 degrees, then apply the flenching moment to one face, (with a linear distribution of resulting pressure nothing goes well), binding the other and go to see the results far from the bond and from the loading point, so as to check the results not affected by the ends.
Thank you very much for your help :)
 

Forum statistics

Threads
44,997
Messages
339,767
Members
4
Latest member
ibt

Members online

No members online now.
Back
Top