ABAQUS software Finite Elements Modelling Earthquake Pushover test cyclic load test dynamic load beam column RC frame mises stresses PEEQ strain PEMAG Damage
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@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@2bulchin1zuraas6 жыл бұрын
Dear friend Ahmed A. Ftaikhan! Thanks for sharing your knowledge with us. Please go ahead and more share Abaqus videos~! We are waiting for you~ man!
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@ghazijumaa16484 жыл бұрын
Thank you Mr Ahmed for this good presentation, I have a question: in the force-displacement curve, why the load not become zero when the displacement is zero?
@DrWaleedAJasim6 жыл бұрын
Go on ...very good Eng.Ahmed
@AhmedFtaikhan6 жыл бұрын
waleed abed many thanks..
@AhmedFtaikhan6 жыл бұрын
Please if you have any questions about this video " how I did any part" let me know.
@abhisheklama13936 жыл бұрын
Hello, i have a question regarding the material parameters you have used. I can see that you used parameters for the CDP model from Jankowiak and Lowdygowski(2005) paper. However, those parameters were specifically determined for the B50 class of concrete. And here you have used a different class of concrete altogether. Did you compare your results with any experiment or published paper? If yes, then are your results matching those?? Please reply, if possible, thank you
@AhmedFtaikhan6 жыл бұрын
Hi Mr. FrostY I just use B50 from the paper as you mentioned. This video for learning purpose for those who don't how to do cyclic and pushover test in abaqus so I didn't compare with any other published paper. Thank you
@inzimamulhaque30266 жыл бұрын
ahmed bro can i get your whatsapp no or your email address please...
@inzimamulhaque30266 жыл бұрын
Ahmed cannot found the paper by author name can you please tell me about the title of the paper...thanks bro
@AhmedFtaikhan6 жыл бұрын
Identification of parameters of concrete damage plasticity constitutive model
@LilithSit6 жыл бұрын
Hello, thanks for this video, i have some questions: 1- why you 've chosen concrete damaged plasticity instead of ductile damage ? 2- how did you get all these values, have you done mathematical calculations (plasticity values and damage values) ? 3- I'm working on a structure where stresses do not exceed yield stress, do I have to use plasticity properties or elastic properties will be quite enough? 4- I was told that even if I do not exceed yield stress, I must use plasticity properties to have a real behavior, however i must enter plasticity values, but I don't know how to get them. Thanks again
@AhmedFtaikhan6 жыл бұрын
Hi... you should use the plastic and elastic data for concrete to get the real behaviour... I can send you the paper that I got this data from it .just write your email here and i will send it to you.
@LilithSit6 жыл бұрын
Thanks for the answer, here is my email: bettysittel@gmail.com Best regards
@hrishivneupane50835 жыл бұрын
can you send me the paper too? My email is neupanehrishiv@gmail.com
@andreagenuardi8645 жыл бұрын
Could you sent me the paper too? andrea.genuardi@gmail.com thanks a lot
@praveenanand8525 жыл бұрын
if anyone is having that paper please plz plz mail me . praveen56565@gmail.com
@civilacademia38314 жыл бұрын
I have a question. Is it necessary to sum the displacement in History Out Put in post processing? Isn;t it necessary to average displacement instead of sum? Please clarify.
@structurelearninghub33405 ай бұрын
Yeah
@manjusoniya58136 жыл бұрын
Thanks for sharing this great video sir. How I can solve the error message "Time increment is less than minimum specified?"
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@lintapaul3108 Жыл бұрын
Sir How could we calculate cumulative energy dissipation of the joint if hysteresis loop is available Is there any method available in abaqus software
@ahmedfawzimohamedfarag66105 жыл бұрын
thanks very mush for you cooperation could you help me to modeling the following: Lateral loading was applied with a 1000 kN MTS-hydraulic actuator. Lateral loading was applied to the specimens in several steps under displacement-control mode throughout the test. Each loading step consisted of two identical displacement cycles in increments of ±2 mm up to 10 mm. what are the differences about what you do in your video. kindly if you can give me your advise. best regards
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@manjusoniya58136 жыл бұрын
I have a doubt in giving amplitude values for forward cyclic loading in Tabular! Waiting for your reply. Thank you
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@ahmadluqmanrossam10815 жыл бұрын
cyclic test is to carry out what? load? displacement? frequency? also mode shape of specimen?
@AhmedFtaikhan5 жыл бұрын
All
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@fatemayesmin17082 жыл бұрын
How can i read amplitude frequency data from the graph of any cyclic load paper?
@asankawanasinghe22973 жыл бұрын
sir, is it ok giving a cyclic load in General static type, I want to give a dynamic load for beam element.i want to know is it ok sir's method ?
@bhairavthakur8695 жыл бұрын
Hello, thank you sir share this for this video, i have some questions: Dear sir I am working material on Fiber Reinforced Polymer rebar so, could you please send me FRP bar related video for column-beam connection joint. Thanks again . regards Bhairav
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@AhmedFtaikhan5 жыл бұрын
Subscribe for more information
@civilacademia38314 жыл бұрын
kzfaq.info/get/bejne/ap2XfK2BntncmH0.html
@gaomingzhu52214 жыл бұрын
Dear Sir, Thanks for your helpful video!!! I have one question that why the Von Mises stress of the component is quite low( without any yielding)? Actually, from the hysteretic loop of the component , it has definitely suffered from great yielding! Looking forward to your reply!
@raadabdulkhudhur37795 жыл бұрын
Hello, thanks for this video, i have some question: how did you get all these values, have you done mathematical calculations (plasticity values and damage values) ? please share the excel file data thanks, Mr.Ahmed Raad
@AhmedFtaikhan5 жыл бұрын
It's from paper
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@riyamalaa5494 жыл бұрын
Thank you for your video I want to make simulation for high performance concrete but i dont know what is the parameters in need it to make this simulation , Can you help me ?
@AhmedFtaikhan4 жыл бұрын
Yes.how I can help
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@user-qh9ox3uc6g5 жыл бұрын
I don't understand how did you solve the error message that is '248 elements have missing property definitions. The elements have been identified in element set ErrElemMissingSection.'. I can't solve the problem....
@AhmedFtaikhan5 жыл бұрын
In which minute exactly in the video ?
@user-qh9ox3uc6g5 жыл бұрын
About from 24 minute 40 second to 25 minute 40 second.
@jchen29324 жыл бұрын
Hello, how did you solve this problem?
@civilacademia38314 жыл бұрын
@@jchen2932 He just assigned section properties to the truss elements only. Thats what he missed before, so the error was rising.
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@khayizibinsubair93973 жыл бұрын
how to provide P-delta effects
@minaroneey3775 жыл бұрын
how can i contact with you ahmed , i have a problem in my model in cyclic load results , want help ?
@AhmedFtaikhan5 жыл бұрын
I'm sorry I'm busy with my work
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@samgh26295 жыл бұрын
haloo ahmed thx for the example and can you plz attach the material data or may you share the excel file ...if possible
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@arsalanahmed2145 жыл бұрын
Can we perform fatigue life in abaqus
@AhmedFtaikhan5 жыл бұрын
I'm not sure
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@ingdiegohl16394 жыл бұрын
someone know how to solve the error?
@sauhardra54483 жыл бұрын
Sir, kindly Provide the excel sheet data for reference
@user-vl3jw4yn1c5 жыл бұрын
Where is the sound ? There is no sound
@AhmedFtaikhan5 жыл бұрын
You just follow the steps NO need for sounds :)
@manjusoniya58136 жыл бұрын
can you suggest , How to do forward cyclic loading
@AhmedFtaikhan6 жыл бұрын
manju soniya what do you mean please?
@manjusoniya58136 жыл бұрын
please advise me how to simulate cyclic loading in ABAQUS(Half Cycle) Thank you for your cooperation sir
@manjusoniya58136 жыл бұрын
Dear Sir Could you please forward any Video in relation with this to my ID manju.s.soniya@gmail.com? Thank you sir
@AhmedFtaikhan6 жыл бұрын
manju soniya I think you can do it by change the Amplitude (time :displacement) like this (0:0,1:1,2:0,3:1,4:2,5:0,6:1,7:2,8:4....) and you continue whatever you want
@manjusoniya58136 жыл бұрын
sir I already tried the same what do you advised but unfortunately I couldn't fetch the desired output
@danishansari70055 жыл бұрын
Bro I'm doing fatigue tensile loading analysis for ss-304 can you help me plz
@AhmedFtaikhan5 жыл бұрын
I have no idea
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@nikhildadmi48184 жыл бұрын
Sir how did you solved the error!!!! Pllzz elaborate that
@AhmedFtaikhan4 жыл бұрын
Unfortunately,I don't remember
@nikhildadmi48184 жыл бұрын
Its ok. Could you plzz send the abaquas file i am working on cyclic loading . My email :nikhildadmi@gmail.com
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@engsaifabbadi28135 жыл бұрын
sheet excel how can i make similar of grout material can you help me sorry for my bad language
@sunyww22874 жыл бұрын
engsaif abbadi no bad
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@KareemEltouny6 жыл бұрын
does this video have voice?
@AhmedFtaikhan6 жыл бұрын
Hi Kareem El-Touny Unfortunately not!
@KareemEltouny6 жыл бұрын
thank you for the help
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@ahmedkrasheed5 жыл бұрын
can you send the excel file please ,thanks
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@abdallamahzouz91796 жыл бұрын
Dear Eng. Thanks for a great video. Please send me your email for more discussion. Thanks
@AhmedFtaikhan6 жыл бұрын
Abdalla Mahzouz hi... Thanks for your nice words You can leave your comments and suggestions here. Thanks
@abdallamahzouz91796 жыл бұрын
Dear Eng I want to know Can Abaqus give accurate hysteresis curve as seismostruct?
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@GURURAM_LOVE4 жыл бұрын
Please send your experimental file sir,
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@ashrafkamal11905 жыл бұрын
please share the excel file
@AhmedFtaikhan4 жыл бұрын
Please use this article in your reference iopscience.iop.org/article/10.1088/1755-1315/357/1/012002
@praveenanand8526 жыл бұрын
please share the excel file data atleast
@AhmedFtaikhan6 жыл бұрын
Praveen anand will try to add it.. you can leave your email I can send it to you later.
@praveenanand8526 жыл бұрын
Ahmed A. Ftaikhan praveen56565@gmail.com I am trying to put M20/25 grade of concrete and Fe 415 and Fe 250 steel in property. Can you help regarding this?
@AhmedFtaikhan6 жыл бұрын
There is no correct data for 20/25 grade
@abhisheklama13936 жыл бұрын
You can pause the video to see those values. Furthermore, the values for the Concrete Damage Plasticity model have been taken from the paper by Jankowiak and Lowdygowski(2005), Indentification of parameters for Concrete.