Qualifying WPS for tensile strength only
Qualifying WPS for tensile strength only
(OP)
Hi all, i have a question that why only tensile strength is qualified while qualifying any WPS? Some parts may also be under shear stress so why not shear stress at times?





RE: Qualifying WPS for tensile strength only
It is also somewhat more difficult to make shear tests and shear properties are a function of tensile/yield properties anyway. Engineers need to design the item with regard to shear, fatigue, stress corrosion cracking service, etc.
RE: Qualifying WPS for tensile strength only
RE: Qualifying WPS for tensile strength only
RE: Qualifying WPS for tensile strength only