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#Lifting_analysis #lifting_lugs #tailing_lugs #how_to_do_lifting_analysis_using_ansys #FE_Analysis #FEA #ANSYS #ANSYS_Workbench #meshing #stresses #deformation #finite_element_analysis #lifting_by_four_lifting_lugs #lifting_phenomenon_like_lifting_by_two_lugs #lifting_by_four_lugs #inclined_vessel_lifting #dead_loadКомментарии:
Thanks for this valuable video! Did you built the model in modeller ?
ОтветитьGreat video, with complete details. I'm looking for lifting by two crane. Please upload video for that.
ОтветитьThanks for this amazing contribution. I applied same stage and that worked! But, How can i show the remote point lines (red lines) in results section for Rigid Body Dynamics?
ОтветитьHi, Is part 3, inclined lifting video available. Please provide.
Ответитьcould you please make video how did you make this body (tank or cylinder) ?
ОтветитьI have done something similar with exact settings, but I get solver pivot error, I have done everything step by step as you have done, can you please advise?
ОтветитьHi Bro. Thank you for your work. Could you tell me please. I ve made everything like you. But the slings are not shown. What should i do that the slings appear ?
ОтветитьIn video you place remotepoint2 on co-ordinate system 2
but for remote displacement you select remotepoint predefined
When i follow your method step by step and hit on solve then ansys shows error in defination
Why
amazing prof. thank you. as civil engineer im impressed, we do alot of lifting process but we deal mainly with precast concrete structure . could you make example for simple precast concrete lifting, maybe some day thank you ?
ОтветитьHello, Thanks for the wonderful tutorial. Where can I get the CAD Model
ОтветитьMake a video for part-3 please, thankyou!!!
ОтветитьThanks for wonderful tutorial. If the total force reaction is not equal to the total weight, what should i do?
ОтветитьWhen you added the remote displacement, you set 0 to all six degrees of freedom, however the solved model you showed us only had X set to 0 in remote displacement. Could you please advise? When I only constrain X in remote displacement, I got a pivot message and the model cannot be solved.
ОтветитьWhere is the weight of the tank you are lifting ?
ОтветитьHello, where is part 3?
ОтветитьThat's really an informative video. Appreciated ...!!! I am having doubts, 1. Why we are not considering acceleration in the lifting direction? (4g, 5g) Because as far as I know, We do consider acceleration in case of problems like lifting analysis, transportation analysis. 2. If the lifting position is a little eccentric with CG of structure, then in order to avoid extra moments, what should be my boundary conditions?
ОтветитьNice tutorial but it is not representative of what is really happening. Insert force reactions at the 4 lifting points and you will see the reaction forces are not correct! Rerun the study with the remote point behaviour set to Beam with the appropriate material and size. You will now see the reaction force going along the rope/sling line. This is still not 100% correct. Connection between lift plate and Beam is ridged, but in the real world the connection can rotate.
ОтветитьGreat tutorial
Ответитьsir i need your help My ansys is stuck at preparing mathematical model after completing 10 or 40 % kindly help i am following all your procedures but still stuck
ОтветитьAds voice are more clear than your videos.
Your videos are excellent but
Please do work on sound system.
that sling is not showing for me what to do sir,
@graspengineering
What stress intensification under the lifting shackles??
ОтветитьThis was super helpful and it still works on Ansys 2023. Thanks!
ОтветитьVery informative but you are too fast in your explanations.
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