thank u very much , i also solved my problem using ur reference and i got the results..

Good job! In my opinion, a possible failure could be due to the fact that titanium and carbon epoxy matrix have very different elastic moduli. So, under the same load (pressure), assuming the thicknesses are similar, each material will experience a different deformation. As a result, the union of both pieces will be subjected to very high stresses.

Excellent Man (Thanks!.)

Good video. Thanks

Excellent video. I am transitioning from ABAQUS to ANSYS. Is it possible to simulate ductile fracture like this on 2d or beam/truss elements in ANSYS?

Hi, how can I plot Stress/strain curve? My goal is to calculate Young's Modulus

How do you define end time for a specific analysis

Hi, what if I want to use a general material (S275-structural steel)? Would ANSYS find a solution? What should I do to simulate the behaviour of this material in Explicit analysis?

Excellent Video .But I am facing an error while doing the analysis which states "Solver energy too large" ,Can you please suggest me an approach to achieve the results. Does the configuration of laptop affect the solver ?, my laptop has 16gb ram but still I am not able to get the results. Please let me know what has to be done.

Thank you for excellent explanation sir. What value enter in boundary condition for the material of SS302,SS304 & GI. Please help me out sir.

Hi, why did we write 0,025 m, is it fixed value for all analysis? Or can we changed it to lenght of the our design?

Thank you for the extremely helpful video. Would you please let me know if you have to add any Failure Model/Criterion in the Explicit Dynamics Material Model to get a reliable result. Thanks.

Hi. Im khalil. I would like to ask u if im going to test a glass, is it possible? Since it is brittle, there is only ultimate tensile strength. Pls advice.

Can you please do a friction welding in detail please

please show dimension. TQ

Sir . When I edit material it can't add.

nnnnnnnice.

I appreciate the step-by-step, detailed presentation on the use of ANSYS. But I don't understand the point of choosing "Explicit Dynamics" solver for this problem. This is not a dynamics problem at all. Tensile load is applied very slowly and inertial effects are negligible. This is a NONLINEAR STATICS problem. If you want to see failure of the specimen, you can turn ON the nonlinear effects (geometric nonlinearity and material nonlinearity) in the Static Structural solver (not in the Explicit Dynamics). Explicit dynamics solver is supposed to be used for dynamical problems taking place in very short time period (in milliseconds or so), for example, car crash problems. Using explicit dynamics to simulate a tensile test is an overkill and misleading. For those who want to learn linear vs. nonlinear analyses and implicit vs. explicit time integrations, I recommend: