How to correctly calculate the brickwork stresses and deformations?
Please tell me how to correctly calculate the masonry deformations? I made a calculation of masonry and individual bricks, but both models behave like plastic materials, similar to metal, when deformed
Here's what I'm trying to get
Here is the project file: https://drive.google.com/file/d/1FY38IFfMSCdMIRYxeoK5u_tJ2IITF9O6/view