Sir，thank you for your video，I have a question.Every steel bar has thickness，If I open up the profile ，the rebar is intersecting.Is it reasonable to assemble in this way?
Hello Sir. Thank you for your videos. I'd like to ask you: how could I get the vertical force - vertical displacement curve of beam's mid span section?
After rendering your profile (for steel section) you can see that the longitudinal bars and stirrups are merged in each other. The reason is that you just assembled them with center to center point. Which cause false load carrying capacity.
Sir，thank you for your video，I have a question.Every steel bar has thickness，If I open up the profile ，the rebar is intersecting.Is it reasonable to assemble in this way?
Hello Sir. Thank you for your videos. I'd like to ask you: how could I get the vertical force - vertical displacement curve of beam's mid span section?
After rendering your profile (for steel section) you can see that the longitudinal bars and stirrups are merged in each other. The reason is that you just assembled them with center to center point. Which cause false load carrying capacity.
Yes, you’re right👍🏼
The bars can be located according to accurate locations using datum points
can merge longitudinal bar with stirrup to work as one part can
Hi, can you do the same with steel fibre reinforced concrete?
Bro, I am doing Finite Element Analysis of Prestressed Girder using ABAQUS for my Master Thesis, If you can help me with it.
If possible can you please provide the concrete material behavior excel file?
You can find it on google, I just downloaded it.
could you post the link of the file@@hazratkhan1459