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Is there any desing codes (NDS, AITC) that says something about stainless steel connectors or fasteners in timber structures joints? I am more interested about strenght (desing values) than corrosion.

Is there any desing codes (NDS, AITC) that says something about stainless steel connectors or fasteners in timber structures joints? I am more interested about strenght (desing values) than corrosion.

I think austenic steel such as ASTM (AISI) 304, 321, 316 (L), 316Ti could be useful. Cold-formed or annealing would be working method for SS.

I am interested in research that could I make use of stainless steel better ultimate stress than standard ones. Stainless steel stress-strain curvature is different than so call "normal steel".

Is there any standars or research of stainless steel fasteners (nail, screws or bolts)or connectors in mechanical timber joints? I am also interested in determination of yield moment of dowel type fasteners (nails) made by stainless steel. What kind of test metods and is there any results...

Is there any standars or research of stainless steel fasteners (nail, screws or bolts)or connectors in mechanical timber joints? I am also interested in determination of yield moment of dowel type fasteners (nails) made by stainless steel. What kind of test metods and is there any results...

Is there any standars or research of stainless steel fasteners (nail, screws or bolts)or connectors in mechanical timber joints? I am also interested in determination of yield moment of dowel type fasteners (nails) made by stainless steel. What kind of test metods and is there any results...