mandarkardekar
Mechanical
As per TEMA ninth edition, RCB-8 Flexible shell elements, for design of thick expansion joint Finite Element Method is applied.
Does it mean if we are using TEMA and ASME as design standard and code respectively, we can not apply Kopp & Sayer method for design of thick expansion joint?
What should be method for thin expansion joint with same codes and standards?
Does it mean if we are using TEMA and ASME as design standard and code respectively, we can not apply Kopp & Sayer method for design of thick expansion joint?
What should be method for thin expansion joint with same codes and standards?