The total time is 8900 seconds, which we considered one hundredth of it, because if you consider the time as 8900 seconds, it takes a lot of time to solve the problem by the computer, and the time of 89 seconds does not affect the results.
But, modeling of RC wall by Abaqus gives inaccurate results because CDP model in Abaqus cant model pinching effect in cyclic loading. I ask you model of RC wall by Drucker Prager can give accurate results than CDP under cyclic?
I used Drucker Prager , because the Drucker Prager was suggested in this article for simulating of brick wall with mortar the CDP is better for simulating concrete
Hello you can see this tutorial in this link: www.7abaqus.com/masonry-wall-brick-wall-with-mortar-under-in-plane-cyclic-loading-using-simplified-micro-abaqus/
@@saeedmoeini-7abaqus I want to buy the full package of Masonry Simulation. I have mailed you regarding this. Please check and revert back. I couldn't find any details, any account number to make the payment. Please reply. I have mailed you today.
Very helpful video sir. I think you have put the joint tensile and shear strength values in damage tab (tn, ts, ts). If i am right, please help me what values you have put for shear strength. As in the paper it is according to the mohr-columb criterion, . What are the final values you have put for tn, ts, ts. Thank you sir
@@saeedmoeini-7abaqus in the paper it is mentioned that "critical shear stress of joints prior to failure is described by Mohr-Coulomb failure. Further it is said that the value came from columb failure criterion,i.e. (T)crit, is used to define the shear strength of masonry joint tsmax, ttmax" Since (T)crit depends on cohesion, coefficient of friction, and normal contact pressure. From experiment we only know cohesion and friction coefficient values and does not know the contact pressure. So how we would find (T)cric value to put in tsmax or ttmax tab. Thank you sir
Very useful video. Can you make a video on Masonry arch bridges?
Very useful video, but what is the (Drucker Prager Hardening) data you used in this video.
How to obtain the Force vs Displacement curve? In this video time period of 89 sec has been used. Where do we get the accelerogram data?
Hi, I just wanted to know how you decided on 89 Sec as the time for the cyclic loading? Thanks in advance.
The total time is 8900 seconds, which we considered one hundredth of it, because if you consider the time as 8900 seconds, it takes a lot of time to solve the problem by the computer, and the time of 89 seconds does not affect the results.
Please can you help me with example hand calculation how to design and check the masonry wall
hi, for a 2d macro modal with concrete damage plasticity?
Great video sir. Can you do a tutorial for double skin composite steel concrete wall panel. It would be very helpful for my project. Thank you sir
sir,which constitutive model did you use for non linear behavior of brick? and also what value of strain at peak stress can be taken for clay bricks?
There seem to be major steps you miss in this tutorial
Have you found any other relevant tutorial?
thank you for the video,can you send cycle load data please ?
But, modeling of RC wall by Abaqus gives inaccurate results because CDP model in Abaqus cant model pinching effect in cyclic loading. I ask you model of RC wall by Drucker Prager can give accurate results than CDP under cyclic?
I used Drucker Prager , because the Drucker Prager was suggested in this article for simulating of brick wall with mortar
the CDP is better for simulating concrete
How did you apply cyclic explicit dynamic load?
By amplitude , based on the diagram in the article
Why did not you uploaded full video. It's really not helping in any way. Neither one can find any other good tutorial video regarding masonry.
Where can I buy and have the full video? How can I contact you to learn the course in details step by step?
Hello
you can see this tutorial in this link:
www.7abaqus.com/masonry-wall-brick-wall-with-mortar-under-in-plane-cyclic-loading-using-simplified-micro-abaqus/
@@saeedmoeini-7abaqus I want to buy the full package of Masonry Simulation. I have mailed you regarding this. Please check and revert back. I couldn't find any details, any account number to make the payment. Please reply. I have mailed you today.
@@anubhab_IITG
Hi have you purchased course
If yes how was it?
Even I am also thinking of purchasing
Please answer
@@anubhab_IITGhave you purchased the course
Very helpful video sir. I think you have put the joint tensile and shear strength values in damage tab (tn, ts, ts). If i am right, please help me what values you have put for shear strength. As in the paper it is according to the mohr-columb criterion, . What are the final values you have put for tn, ts, ts.
Thank you sir
these are properties of mortar or same joint interface
@@saeedmoeini-7abaqus in the paper it is mentioned that "critical shear stress of joints prior to failure is described by Mohr-Coulomb failure. Further it is said that the value came from columb failure criterion,i.e. (T)crit, is used to define the shear strength of masonry joint tsmax, ttmax"
Since (T)crit depends on cohesion, coefficient of friction, and normal contact pressure. From experiment we only know cohesion and friction coefficient values and does not know the contact pressure. So how we would find (T)cric value to put in tsmax or ttmax tab.
Thank you sir
These parameters and formulas are used to calculate brick damage or cracks in brick in XFEM method
@@saeedmoeini-7abaqus ok thank you sir
Hello. Have you made and simulate this model by following the given research paper