Probably there will be no big difference between both solutions
because Chloride is the important part in this test but by choosing
for CaCl you won't have any reference or acceptance criteria or is
this also specified in the project specification? Can it be a mistake
in the specification as well?
Best Regards,
Herman Pieper
On 30 dec, 11:44, jignesh.r...@Linde-LE.com wrote:
> Dear Members,
>
> One of our project specification calls for Chloride Stress Corrosion
> Cracking as the ASTM G 36 with CaCl2 (40%) solution for super Duplex
> Stainless steel ( S 32750)
>
> ASTM G- 36 is based on MgCl2 solution.
>
> Does any one having experience with SCCT with CaCl2 solution ?
>
> With Best Regards,
>
> Jignesh R Rana
> Manager - QA & QC
>
> Linde Engineering India Pvt. Ltd.
> 38, Nutan Bharat Society, Alkapuri, Vadodara 390007, India
> Tel.: +91 265 3056789, Fax: +91 265 2335213 , Mobil: +91 90999 86019
> jignesh.r...@linde-le.com,www.linde-india.com
>
> This e-mail is confidential. If you are not the intended recipient, please
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