Here my question is,
If we are welding without clamping, then this causes some b deflection
To avoid deflection we are clamping the parts
For clamping force calculation, we are using deflection as input
how we can find the deflection caused due to welding?
ok. we are deciding clamping force based on the deflection using concepts of deflection of materials subjected to loads
how deflection is found ? what are inputs for finding deflection?
My motive is to not only for one case
We want to study about clamping forces required for different orientations, thickness,lengths,weld sizes,positions etc,.
We can consider one sheet rested on table and clamped from top
Another sheet rested on bottom plate and also clamped from side which has rest plates on opposite side of clamping
We can consider two plates as L shape of length 1.5 m
It's a manual process and it is a fillet weld
What are the factors considered while calculating clamping force requirement ?
Clamping force for welding based on thickness - 48*s^3
s- thickness
what are other factors considered along with thickness and i need a detail source/reference books?
The pump has an outlet size of 4 inch
1) In case 1, 4 inch pipe is connected at length of 20 m
2) In case 2, 2 inch pipe is connected using reducer
In both cases the pump outlet conditions are same( having same flow rate at a given pressure)
What happens to pressure at the end of the pipe in...
The pump has an outlet size of 4 inch
1) In case 1, 4 inch pipe is connected at length of 20 m
2) In case 2, 2 inch pipe is connected using reducer
In both cases the pump outlet conditions are same( having same flow rate at a given pressure)
What happens to pressure at the end of the pipe in...