I cant thank you enough for this video. I would really encourage you to make more videos on the Abaqus relevant to beam analysis. (i.e with CFRP wrap on different types of application techniques).
Thank you, sir. I think it is better to use other software ( for example Catia) to model first, afterward we can import them to Abaqus and mesh. In your video, I realize that you assigned loads on the concrete directly. In that way, I think it is not possible. Should we use the rigid plates to put between them?
Dear Sir, thank you so much for this video i have modeled an RC beam with simply supported boundary conditions and used concrete damaged plasticity model to account for the nonlinearities in concrete, i have got the frequency value using a frequency step for the case of beam under its own weight only and it was good, but i want to add loads to get values of frequencies for different load cases. i have used a static general step to define the added load, knowing that this step is before the frequency step, but the results of frequency is the same as the case in the beam under its own weight! my question is how to extract frequencies according to the effect of "static" load ? i need your help please
@yasmeen what parameters you used for concrete damaged plasticity model for analysis can you provide me any pdf file or anything where i can find that for analysis what parameters to be consider
Hi sir, would you please tell me what can be done if the stress comes out to be zero as same in your video? Despite no error and the job running successfully, my model is unable to provide the values.
Dear sir, i want to RCC beam-length 1500 mm, effective span-1400mm and cross section-150x250mm. bottom steel 2-12dia, top 2-10dia, steel strirrups 8mm-2legged-140mmc/c. Grade of concrete M30 and Steel Fe500. I want to find out the load vs deflection curve and crack propagation, sir can you help me. loading two point at 600mm apart
sir, i want to model in ABACUS 6.14 version for RCC beam-length 2000mm, effective span-1800mm and cross section-150x250mm. bottom steel 2-12dia, top 2-8dia, steel strirrups 8mm-2legged-100mmc/c. Grade of concrete M45 and Steel Fe500. I want to find out the load vs deflection curve and crack propagation, sir can you help me. loading two point at 600mm apart. Further i am also want to model with this beams with CFRP 50mm width, thickness 0.333 mm, Fult-3400 MPa, E-245 GPa. Kindly help me
i have this warning can you help me "For two-dimensional models, if a non-unity thickness is specified for two-dimensional solid elements and these elements are involved in an interaction such as contact, the same thickness should be specified for the out-of-plane thickness of the corresponding surface under *surface interaction."
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One of the most nice videos I've seen on TH-cam about ABAQUS. Looking forward for more cool videos like this.
Very helpful video
I cant thank you enough for this video. I would really encourage you to make more videos on the Abaqus relevant to beam analysis. (i.e with CFRP wrap on different types of application techniques).
Thank you Very much for the explanation,
after watched your video, now i can do my research
Practical video! Thanks millions
Thanks for the nice simple explanation
Thanks for video
please do a stress -strain curve plot
Thanks so much for this knowledge. I followed the steps, but my job wasn't completed. It gives errors specifically error at nodes..
Thank you, sir.
I think it is better to use other software ( for example Catia) to model first, afterward we can import them to Abaqus and mesh.
In your video, I realize that you assigned loads on the concrete directly. In that way, I think it is not possible. Should we use the rigid plates to put between them?
how we provide reinforcement in RC two way slab?
thank you, sir, well explained but I am still facing the insertion of steel cage into solid concrete beam exactly following your procedures...
Can you please make a video for slab-column connection and meshing??
It will be a great help
hi. can you post a video of modelling of concrete pole with reinforcements.
does it enough to provide elasticity in concrete beam. does answer converge or not
Dear Sir,
thank you so much for this video
i have modeled an RC beam with simply supported boundary conditions and used concrete damaged plasticity model to account for the nonlinearities in concrete, i have got the frequency value using a frequency step for the case of beam under its own weight only and it was good, but i want to add loads to get values of frequencies for different load cases.
i have used a static general step to define the added load, knowing that this step is before the frequency step, but the results of frequency is the same as the case in the beam under its own weight!
my question is how to extract frequencies according to the effect of "static" load ?
i need your help please
@yasmeen what parameters you used for concrete damaged plasticity model for analysis can you provide me any pdf file or anything where i can find that for analysis what parameters to be consider
Sir have you any knowledge about how to provide slip property between steel reinforcement and concrete beam in case of RCC beam.
Hi sir, would you please tell me what can be done if the stress comes out to be zero as same in your video? Despite no error and the job running successfully, my model is unable to provide the values.
Where did you give input of steel diameter as 12 mm ?
in cross sectional area
Dear sir, i want to RCC beam-length 1500 mm, effective span-1400mm and cross section-150x250mm. bottom steel 2-12dia, top 2-10dia, steel strirrups 8mm-2legged-140mmc/c. Grade of concrete M30 and Steel Fe500. I want to find out the load vs deflection curve and crack propagation, sir can you help me. loading two point at 600mm apart
sir, i want to model in ABACUS 6.14 version for RCC beam-length 2000mm, effective span-1800mm and cross section-150x250mm. bottom steel 2-12dia, top 2-8dia, steel strirrups 8mm-2legged-100mmc/c. Grade of concrete M45 and Steel Fe500. I want to find out the load vs deflection curve and crack propagation, sir can you help me. loading two point at 600mm apart. Further i am also want to model with this beams with CFRP 50mm width, thickness 0.333 mm, Fult-3400 MPa, E-245 GPa. Kindly help me
Sirr i need help for u to see my problem in abaquss
How can I contact you
I have 4 models that have errors
i have this warning can you help me
"For two-dimensional models, if a non-unity thickness is specified for two-dimensional solid elements and these elements are involved in an interaction such as contact, the same thickness should be specified for the out-of-plane thickness of the corresponding surface under *surface interaction."
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اغلب الفيديوات الي شاهدتها تختار plane stress element
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