We used a lot of S355J2, St52.3, & EH36 for main structure. We also used A36 & SS400 for non-critical structure which are welded to the main structure. Out of curiosity, I checked into these two welding codes. Only SA36 & EH36 (AWS D1.1) are 'officially' listed in these code.
1) We have WPS...
Below is my question:
A steel of 200Mpa yield, when loaded to:
Case #1)
Stress1=stress2=stress3=400Mpa (compress)
Strain1=strain2=strain3
= 0.1% -0.3*0.1% -0.3*0.1% (Elastic strain)
+ A% -0.5*A% -0.5*A% (Plastic strain = no flow = 0)
= 0.04%
Or 0.08%? (After yield, continue to deform...
Below is my question:
A steel of 200Mpa yield, when loaded to:
Case #1)
Stress1=stress2=stress3=400Mpa
Strain1=strain2=strain3
= 0.1% -0.3*0.1% -0.3*0.1% (Elastic strain)
+ A% -0.5*A% -0.5*A% (Plastic strain = no flow = 0)
= 0.04%
Or 0.08%? (After yield, continue to deform elastically)...
