Breaking of Tensile Specimen - ANSYS Explicit Dynamics - Tutorial

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...

[@AbhishekDubey-kq9ib]

"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.

[@zheyi95]

may i know why the element size everyone is using 2mm?
i thought the smaller the element size the more accurate?

[@signinmurugan]

Awesome work Professor

[@juangerardo2197]

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

[@Adityasunrise619]

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?

[@muhamadraflialinoorsyaif748]

Why you not input any force?

[@RemyWOL]

Hello, is it possible to have the displacement in abscisse of the graph please ? In remplacement of the time

[@Pinky_Gaming123]

Hi. If i want to test concrete until it fail, should i use explicit dynamic or static structural?

[@fea_dme_creo_hypermesh]

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

[@skkjgff6130]

I am also working on this concrete block failure can you tell how to find failure load using ansys???

[@skkjgff6130]

Have you done concrete block failure using ansys?

[@fakrudeenahamed3934]

sir, to get stress strain curve for sheet metal, shall i need to do in explicit dynamics or static structural

[@hebahussam5493]

you are the best

[@fadoobaba]

Can we do this with force instead of displacement?

[@maheshschikkurmath646]

Bro if you have send the dimensions of this model.....my analysis results are more wrong....plz

[@vsidrvich]

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.

[@fea_dme_creo_hypermesh]

Hi, Can you please post your screen shot

[@vsidrvich]

@@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.

[@3DPRINTechnology]

Can you make a vidoe on fea of lattice structure. explicit dynamics

[@MrGodm]

when I increase the displacement there is an error come "time step too small"

[@fea_dme_creo_hypermesh]

Hi, Try to give as mentioned in the tutorial

[@5thgenerationwar787]

Same problem here

[@dariatanase9552]

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.

[@majedkaneo2782]

hello can you help me in welding meshing

[@fea_dme_creo_hypermesh]

Hi, Can you please briefly tell me about your requirement,

[@satheeshkumar5388]

Super sir

[@vijimech408]

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

[@fea_dme_creo_hypermesh]

Hi, please send me your problem

[@fea_dme_creo_hypermesh]

[e-mail]

[@vijimech408]

@@fea_dme_creo_hypermesh k sir I will mail you Thanking you..

[@vijimech408]

@@fea_dme_creo_hypermesh i have mailed my data check out sir

[@amarmahato5347]

@@vijimech408 Sir please send me the file of the geometry