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welding studs to existing, corroded steel

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Does anyone have experience or documentation regarding the welding of shear studs to existing top flanges which may have susbstantial laminating corrosion.  Asside from the amount of sound steel remaining, what minimum level of SSPC is acceptable to acheive development of the shear stud weldment to acheive strength.

Gordon Glass
Burgess & Niple, Ltd.
220 Lexington Green Circle, Suite 110
Lexington, KY 40503
Phone: 859-273-0557
FAX: 859-273-3332
gglass(--nospam--at)burnip.com