Breaking of Tensile Specimen - ANSYS Explicit Dynamics - Tutorial
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- Опубликовано: 22 авг 2024
- This video will demonstrate the tensile test experiment for Dog-Bone shaped geometry.
STEP file can be downloaded from the following link:
drive.google.c...
Awesome work Professor
"an error occured when the post processor attempted to load a specific result" this is showing everytime. I did exactly what you did. I have 2023 R2 version. Please help.
may i know why the element size everyone is using 2mm?
i thought the smaller the element size the more accurate?
he, the simulation mark a info and 2 errors:
info: Please change the mesh physics preference to explicit and re-mesh.
error: Higher order elements detected. Midside nodes must be dropped for Explicit Dynamics analyses.
error: Failed to submit solve job. See Solution Information, which may contain more details.
help please
you are the best
Why you not input any force?
I have applied the same boundary conditions for DOG bone IV and the material I chose aluminium, would it be right to go with this setting. and please explain once why you choose 20 mm as displacement. any specific reasons?
Hi. If i want to test concrete until it fail, should i use explicit dynamic or static structural?
Hi, If you want to calculate maximum strength of concrete then you can do static structural analysis, explicit is for load applied within a milliseconds
I am also working on this concrete block failure can you tell how to find failure load using ansys???
Have you done concrete block failure using ansys?
Hello, is it possible to have the displacement in abscisse of the graph please ? In remplacement of the time
Can you make a vidoe on fea of lattice structure. explicit dynamics
sir, to get stress strain curve for sheet metal, shall i need to do in explicit dynamics or static structural
Hello, Could you , please, help us with a tutorial about modeling butt weld for a polyethylene pipe? Thank you very much for your help. Your tutorial is very interesting and usefull.
Can we do this with force instead of displacement?
Bro if you have send the dimensions of this model.....my analysis results are more wrong....plz
I just do as in tutorial step by step, solution is done, but without necking only tension. I downloaded the input file. What the problem may be.
Hi, Can you please post your screen shot
@@fea_dme_creo_hypermesh Thanks a lot for replying. Its a pity but this mishap was due to my own fault. First of all i have not constrain the butt surfaces of specimen, and made erros in timing. After corrections your model starts to work properly.
Super sir
when I increase the displacement there is an error come "time step too small"
Hi, Try to give as mentioned in the tutorial
Same problem here
nice video sir.. i wana to do for my composite material ..i have an experiment data how to do it kindly help it a research scholar
Hi, please send me your problem
proraju2005@gmail.com
@@fea_dme_creo_hypermesh k sir I will mail you Thanking you..
@@fea_dme_creo_hypermesh i have mailed my data check out sir
@@vijimech408 Sir please send me the file of the geometry
hello can you help me in welding meshing
Hi, Can you please briefly tell me about your requirement,