github.com/hnrwagner/Ultra-High-Strength-Concrete Timecodes: 0:00 - Intro 0:31 - Stress-Strain Curve for C120 1:10 - Calculation of Inelastic Strain 1:50 - Calculation of Damage Parameter 2:24 - Calculation of Plastic Strain 3:12 - Transfer Concrete Data to ABAQUS - Property Manager 5:19 - Concrete Bar under Torsion (no element deletion) 5:40 - Keyword for Element deletion 7:09 - Concrete Bar under Torsion (with element deletion activated) 7:30 - How to download the ABAQUS Inp and Excel Sheet from Github ?
@navmet47683 жыл бұрын
Your videos are quite helpful. Can you please make a video tutorial in which plain concrete cube is made and instead of defining concrete as one material, we use cement ..sand and aggregateor any other composite etc... my aim to learn how to model calorimetry of cement..and further work on thermal propties of mass concrete.. thanks and regards
@hnrwagner3 жыл бұрын
@@navmet4768 i take a look at it if you send me the link to a reference :)
@ahmedsamir7873 жыл бұрын
thank you very very very much
@jeegaravaiya3043 жыл бұрын
Could you please give some guide regarding simulation procedure based on Karhunen-Loeve expansion for geometric imperfections?
@hnrwagner3 жыл бұрын
@@jeegaravaiya304 puh, i have never heard of it could you link a reference?
@sreekanthvijayan87463 жыл бұрын
Can u make a vdo on steel fibre reinforced concrete encased steel column with M26 concrete.. Request form students from India
@hnrwagner3 жыл бұрын
can you link a reference with such a structure?
@sreekanthvijayan87463 жыл бұрын
@@hnrwagner Sir, We referred ur vdos and done the 3d modeling & assigned properties also.But don't know how to add/ define steel fiber in it..Pls do a vdo for us.. We will share the model to ur mail id ro.wagner@tu-braunschweig.de
@hnrwagner3 жыл бұрын
@@sreekanthvijayan8746 here it is shown how to define steel beams within it: kzbin.info/www/bejne/ZqKbdGRpmbilqdE
@sreekanthvijayan87463 жыл бұрын
@@hnrwagner Dear sir, Steel fiber how we will introduce to concrete? "Steel fiber concrete"
@yousefabuamneh6620 Жыл бұрын
What are the plastic properties? Dilation angle,,,, etc,,, Is it different from normal concrete?
@vitukoconnection99353 жыл бұрын
There is no need to use plastic strain?
@amrmasoud558011 ай бұрын
Please tell me how to model bond slippage between bars and concrete in abaqus?
@hnrwagner11 ай бұрын
cant say never done it
@mito80962 жыл бұрын
thank you for this amaizing video, but do you have a video of how to simulate a beam under torsion or a video to describe how you built the torsion model in the video here. thank you a lot
@hnrwagner2 жыл бұрын
kzbin.info/www/bejne/nX-4lXWrqqyZjKs
@ahmedsamir7873 жыл бұрын
thank you very very much it is ok and give good result
@hnrwagner3 жыл бұрын
good to hear :)
@sohailhamza28123 жыл бұрын
Hi from did you calculate stress-strain values or are those experimental results??
@FreelancerIbrahimik Жыл бұрын
Can you explain that how do you write stress and strain data ?. Is this data calculation here any relation to yield stress?
@ephremmohammed21073 жыл бұрын
how can I create for 70? because it is difficult to get the ultimate strain.
@ephremmohammed21073 жыл бұрын
how can I generate the stress-strain history for M70 .(the difficult thing here is getting the ultimate strain for M70) please help me?
@rafattahzeeb77623 жыл бұрын
concretedamagedplasticity.com/ Above is the link to calculate the required parameters. Its a webtool developed to calculate mechanical property of concrete upto grade M100
@yousefabuamneh6620 Жыл бұрын
The values of stress and stress highlighted in yellow are elastic?? How did you confirm that those linear elastic?
@hnrwagner Жыл бұрын
They are below yield stress?
@yousefabuamneh6620 Жыл бұрын
@@hnrwagner Yes, the ones higlighted in yellow, with max. 62 MPa stress, did you assume the max. linear elastic strength = 62 MPa
@yousefabuamneh6620 Жыл бұрын
@@hnrwagner In other words: The 0.45 fc does not apply in UHPC?? as a max, linear elastic strength?
@yousefabuamneh6620 Жыл бұрын
@@hnrwagner SorryI I was not clear! I was talking about concrete not steel
@hnrwagner Жыл бұрын
@@yousefabuamneh6620 i am not sure, what do you mean? Do you perform a similar analysis using concrete and the cdp material model? There are a lot of videos on my KZbin channel covering this topic
@myke01013 жыл бұрын
Insightful tutorial. This method can calculate & become input for steel fiber concrete in abaqus. Correct me if I am wrong. Thank you
@ngocnguyen46843 жыл бұрын
Can you simulate busrt pressure of composite pipe? We will contact
@hnrwagner3 жыл бұрын
internal pressure oder external pressure?
@ngocnguyen46843 жыл бұрын
@@hnrwagner internal. And do you know about topology optimization of concurrent structures?
@hnrwagner3 жыл бұрын
@@ngocnguyen4684 Unfortunately, i have never used topology optimization.
@bridgeofsuccessandvalue18293 жыл бұрын
Can you please send the link or the name of paper for UHPC material ( CDP) that you used in this video
@hnrwagner3 жыл бұрын
The data was send to me via email, no reference given
@ahmedsamir7873 жыл бұрын
excuse me, the last question, in the ultra high concrete with out fiber not have post-peak behavior ( no strain after peak strength ) as shown in attached picture in research gate how make CDP for it ?
@ahmedsamir7873 жыл бұрын
when remove the values after peak stress the result of abaqus is not good
@hnrwagner3 жыл бұрын
@@ahmedsamir787 i will take a look at it, but i think then you have to choose a dífferent material model
@FreelancerIbrahimik Жыл бұрын
Hi Sir, Thanks for your amazing video tutorial. But you may calculate compressive part . Can you calculate and make video for tensile damage parameter for abaqus ?
@hnrwagner Жыл бұрын
kzbin.info/www/bejne/pIPSiaKwjL6Zq6M
@FreelancerIbrahimik Жыл бұрын
@@hnrwagner Thank you
@FreelancerIbrahimik Жыл бұрын
@@hnrwagner Can you explain that how do you write stress and strain data ?. Is this data calculation here any relation to yield stress? .
@ahmedsamir7873 жыл бұрын
please ,why did you take the result from stress 102 and did not take from 52 which the elastic strain equal zero?
@hnrwagner3 жыл бұрын
Values which are e-5 are basically zero
@ahmedsamir7873 жыл бұрын
@@hnrwagner okay thank you very much
@rafattahzeeb7762 Жыл бұрын
Can you provide me CDP parameters for UHPC of 170MPa? Please it would be helpful.
@hnrwagner Жыл бұрын
dont have any , sry
@rafattahzeeb7762 Жыл бұрын
@@hnrwagner Thankyou
@rafattahzeeb77623 жыл бұрын
Can you please provide me stress strain data for the concrete with strength M 150
@hnrwagner3 жыл бұрын
github.com/hnrwagner/Ultra-High-Strength-Concrete
@rafattahzeeb77623 жыл бұрын
@@hnrwagner the data which you provided in the link is for M120 and I need data for UHPFRC of grade around 150. I am modelling in ABAQUS and required data for UHPFRC
@hnrwagner3 жыл бұрын
@@rafattahzeeb7762 thats the only data i have, just scale it to 150 and you should be fine