Hi. I was following your tutorial, but the meshing didn't go as planned. I even get an error during Data Check: "The volume of 38 elements is zero, small, or negative." Are there any other options that should be checked when meshing and were not mentioned in the video? The issue seems to be with the RHS 150x100x5 Part. I temp fixed it by changing Approximate global size in Global Seeds and remeshing. But since I'm a beginner with Abaqus, some suggestions would be much appreciated.
@@xindeng4107 I refined the mesh of the RHS part and then I switched master and slave surfaces, otherwise you get a warning when you do a Data Check / run your analysis (because the master shouldn't have a finer mesh than the slave).
@@adesilva1376 Hi, I went back to my model and I see that I assigned a global mesh control of 5. That did the trick for me. I think because no seeds were assigned to the edges from the middle partition, those use the global seeds and the default that I had was too big (25).
Hi ya, do you know how to renumber the mesh? I have a thinplate with a hole in the middle. I need to renumber the mesh increasing from left to right instead of randomly distributed number for post processing purposes. But when i go to mesh>edit>nodes> renumber, there's an error saying that this operation couldnt be done on part with geometry
Hi Pedro, Thank you for uploading the video. I have followed your video and I've successfully modeled an I beam connected to a hollow section column. I did have some warning which made the job to be aborted, therefore I could not obtain any results. Can you please help with the errors below which I received from Abaqus: Slave node 11 instance part-3-1 will not be tied to the master surface assembly_m_surf-1. The distance from the master surface is greater than the position tolerance value. Slave node 12 instance part-3-1 will not be tied to the master surface assembly_m_surf-1. The distance from the master surface is greater than the position tolerance value.
can you help me , please ???? I want to make model analysis for steel rigid connection between steel beam and column H-section Under axial force and lateral cyclic loading in Abaqus program
I saw many your tutorial abaqus video. It very useful for me. I am a beginner of abaqus. Can you help me to model the beam for my study? If yes, I will pay fee for you.
It's a very helpful video, thank you. I have one question about the huge difference between the modal dynamics and the implicit dynamics, can you tackle that.
hello bro..wanna ask..do you have any email for me to contact you? because Im in process to create a model for bolted moment connection..please I wanna ask some questions and I can pay for your tutorials..
Good job i kindly expect for more videos like this
I really appreciate your video, it was helpful.looking forward to get more from you.
It really helped me because I was stuck on a point for too long
Is it possible to analyze the breaking point of a reinforced concrete column when exposed to fire, in minutes?
Hi. I was following your tutorial, but the meshing didn't go as planned. I even get an error during Data Check: "The volume of 38 elements is zero, small, or negative." Are there any other options that should be checked when meshing and were not mentioned in the video? The issue seems to be with the RHS 150x100x5 Part. I temp fixed it by changing Approximate global size in Global Seeds and remeshing. But since I'm a beginner with Abaqus, some suggestions would be much appreciated.
@@xindeng4107 I refined the mesh of the RHS part and then I switched master and slave surfaces, otherwise you get a warning when you do a Data Check / run your analysis (because the master shouldn't have a finer mesh than the slave).
@@elena-laurabuhan6081 Hi Elena-Laura! I got the same warning! What do you mean by refine the mesh of the RHS?
@@adesilva1376 Hi, I went back to my model and I see that I assigned a global mesh control of 5. That did the trick for me. I think because no seeds were assigned to the edges from the middle partition, those use the global seeds and the default that I had was too big (25).
Thanks a lot. Through the tutorial I understand the analysis procedure, but why you didn't assign the element type while meshing?
Hi ya, do you know how to renumber the mesh? I have a thinplate with a hole in the middle. I need to renumber the mesh increasing from left to right instead of randomly distributed number for post processing purposes. But when i go to mesh>edit>nodes> renumber, there's an error saying that this operation couldnt be done on part with geometry
Bro please tell me any site from where I learn Abaqus modelling of steel connection for bolt and weld
Hi Pedro,
Thank you for uploading the video.
I have followed your video and I've successfully modeled an I beam connected to a hollow section column. I did have some warning which made the job to be aborted, therefore I could not obtain any results. Can you please help with the errors below which I received from Abaqus:
Slave node 11 instance part-3-1 will not be tied to the master surface assembly_m_surf-1. The distance from the master surface is greater than the position tolerance value.
Slave node 12 instance part-3-1 will not be tied to the master surface assembly_m_surf-1. The distance from the master surface is greater than the position tolerance value.
Please make tutorials using mesh from other preprocessors in an industry usually the meshing work is done using HYPERWORKS or ANSA
can you help me , please ????
I want to make model analysis for steel rigid connection between steel
beam and column H-section Under axial force and lateral cyclic loading
in Abaqus program
Hi .. do you have any video or file can help me to make modelling steel STRUCTURES by abaqus..I mean the connection between beams and columns
Can you upload video of Reinforced concrete Beam-column joints ? Anyone else too if they have such videos
WHY THERE ARE TWO YIELD STRESS FOR PLASTIC DEFORMATION AND ONE YIELD STRESS FOR ELASTIC DEFORMATION?
آقا دمت گرم خدا خیرت بده
hi pedro again, i have a question about (gap element), how i can define in abaqus keywords, do you help me please. thanks
How did you select the three lines at 07:27?
You hold shift button and click
can u upload video on aluminium honeycomb creator and its analysis with dynamic loading .
I saw many your tutorial abaqus video. It very useful for me. I am a beginner of abaqus. Can you help me to model the beam for my study? If yes, I will pay fee for you.
It's a very helpful video, thank you. I have one question about the huge difference between the modal dynamics and the implicit dynamics, can you tackle that.
nice and helpful
thank sir very much!
Can you share ppt this video
Restraining the side face of the column may be a poor choice, it may not replicate the actual scenario
Thanks
hello bro..wanna ask..do you have any email for me to contact you? because Im in process to create a model for bolted moment connection..please I wanna ask some questions and I can pay for your tutorials..
MDKML2@GMAIL.COM - WORKING IN SAME TOPIC
OK