Elastic Modulus of Full Penetration Welds
Elastic Modulus of Full Penetration Welds
(OP)
Say you you're splicing two bars of Grade 36 steel end to end with a full pen butt weld. Will the weld material have the same linear elastic response as the base material? ~E=29,000ksi?
Would it be close enough that a strain gage wouldn't notice the difference if it were on the weld versus if it were on the base material??
Would it be close enough that a strain gage wouldn't notice the difference if it were on the weld versus if it were on the base material??





RE: Elastic Modulus of Full Penetration Welds
RE: Elastic Modulus of Full Penetration Welds