Tuesday, April 12, 2016

Re: [MW:24668] Regarding Tensile test.

Dear Mohit

Why you press those two ends?
For full pipe testing, the normal way is using mandrel/plug in two ends and then doing the test. Pressing may cause unpredictable deformation in small size pipes and lead to un-normal fracture.

Then check your acceptance criteria. Minimum elongation required for different samples with different gauge length (proportional and non-proportional) may be different. Check required elongation related to your case. 

Then check the fracture surface and look for any defect which may cause unexpected fracture and then unacceptable elongation.

Also check the fracture area. It should be in the middle half of the gauge length. In other cases (fracture occurs out of gauge or near two ends) the test (usually sample preparation) may contains some errors and could be discarded and retested (It depends on your reference standard).

Also you may check ISO 2566-1 for elongation conversion in carbon steels. It may be helpful.

Regards

On Mon, Apr 11, 2016 at 11:53 AM, Mohit Aggarwal <aggarwalmohit05@gmail.com> wrote:

Dear Sir,

Greetings of the day!

I have one query, I have done Tensile test for full  Pipe specimen OD 25.7mm and thk 2.1 mm material SS 304L according to EN standard by calculating gauge length by consideration the OD of pipe with formula 5.65 x square root of Area which is coming 130 mm rounded off . In UTM machine I have select hollow pipe section and tensile strength is coming automatically with these settings.
But elongation is coming 32% and minimum required is 40%. We have done test by pressing the pipe ends.

Kindly let me know where is actual problem can oocurs.

I will be thankful to you.

Best Regards,
Mohit Aggarwal

--
http://www.linkedin.com/groups/MaterialsWelding-122787?home=&gid=122787&trk=anet_ug_hm
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
---
You received this message because you are subscribed to the Google Groups "Materials & Welding" group.
To unsubscribe from this group and stop receiving emails from it, send an email to materials-welding+unsubscribe@googlegroups.com.
To post to this group, send email to materials-welding@googlegroups.com.
To view this discussion on the web visit https://groups.google.com/d/msgid/materials-welding/CALTezPPPV9P8U4mzjp%2BV_6c4q4mCQxNZnpPEoykdZdj0WZE3EA%40mail.gmail.com.
For more options, visit https://groups.google.com/d/optout.



--
M. Shokri Arfaei
ASNT NDT Level III
International Welding Engineer

Mob.:+98 912 1394023




--
http://www.linkedin.com/groups/MaterialsWelding-122787?home=&gid=122787&trk=anet_ug_hm
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
---
You received this message because you are subscribed to the Google Groups "Materials & Welding" group.
To unsubscribe from this group and stop receiving emails from it, send an email to materials-welding+unsubscribe@googlegroups.com.
To post to this group, send email to materials-welding@googlegroups.com.
To view this discussion on the web visit https://groups.google.com/d/msgid/materials-welding/CAC8uMttUCvVaH2A0FPfCRuM2-AixKnSwQf1mVfzO1ZkC79_g-g%40mail.gmail.com.
For more options, visit https://groups.google.com/d/optout.

No comments:

[MW:35346] Cast-iron welding

Any advice for cast iron welding Sent from Yahoo Mail for iPhone