Deformation limits on URM Refractory Brick (fire brick)
Deformation limits on URM Refractory Brick (fire brick)
(OP)
I am looking for general structural information on refractory brick (fire brick). Specifically, I am evaluating large coke ovens that are experiencing differential settlement. I would like to find information on strength and deformation capacities for these types of systems. Anything will help. Thanks.






RE: Deformation limits on URM Refractory Brick (fire brick)
RE: Deformation limits on URM Refractory Brick (fire brick)
corus
RE: Deformation limits on URM Refractory Brick (fire brick)
I am developing a simple tool to be used by other, possibly less tech-savvy, people. For example, if the cracks are X big - no problem. If your differential settlement is greater that Y - get it checked by an engineer, you could be in possible danger.
I am developing two pieces of the puzzle: an index characterizing behavior, and an index relating that behavior to structural performance (safety).
Any thoughts out there?
RE: Deformation limits on URM Refractory Brick (fire brick)
Hey-o!