pbc825
Structural
- May 21, 2013
- 103
I've recently been asked to estimate the lifespan of a proposed stainless steel plate structure. Our firm does mine reclamation work in northern Saskatchewan, Canada, and we've done a number of mine hole covers in the past with 316L stainless steel based on the client's recommendation. Following field fitting and assembly, the older mine covers were pickled and passivated to maximum longevity.
We're now in the proposal stage for a number of new covers. The new client has asked that we define which steel to use (we've narrowed it down to 304 or 316 stainless steel), and that we estimate the lifespan of the plate structures. For the most part, the structures will be subject to ground snow load (in the 60psf range) yearly and otherwise be untouched and unloaded as the covers are extremely remote. In lieu of sabotage, does anyone care to venture an educated guess at lifespan for a 304 stainless steel product that has been properly pickled and passivated in the field? And for a 316 product?
Any opinion I bring to the client's attention will likely need to be backed up either by calculation or literature in the area.
Thank you in advance.
pbc825
We're now in the proposal stage for a number of new covers. The new client has asked that we define which steel to use (we've narrowed it down to 304 or 316 stainless steel), and that we estimate the lifespan of the plate structures. For the most part, the structures will be subject to ground snow load (in the 60psf range) yearly and otherwise be untouched and unloaded as the covers are extremely remote. In lieu of sabotage, does anyone care to venture an educated guess at lifespan for a 304 stainless steel product that has been properly pickled and passivated in the field? And for a 316 product?
Any opinion I bring to the client's attention will likely need to be backed up either by calculation or literature in the area.
Thank you in advance.
pbc825