Thank you all for your responses,
We are trying to stretch a 2.5”long x 0.25”wide x .018”thk by 15%. Due to the direction of the forces, we are heating the center 2” of the 2.5” leg. The heat is only to reduce the yield strength in the area intended to stretch. If no heat is applied, the material tears at the web (I have pictures to send but this web site seems to be malfunctioning. Help?).
We have tried both HSLA 950 and 1010. The HSLA fractured with minimal elongation around the point of the fracture. The 1010 fractured with significantly more uniform elongation around the fracture.
The strength of the end part is significantly determined by the shape of the part. This being said, the higher the end strength of the material, the less material needed and the lower the cost to manufacture.
Questions:
1) Do you think the difference between the 950 and 1010 was more the result of yield and tensile, chemistry or other?
2) Do you have suggestions in regard to steel chemistry / grades etc.?
3) Can you explain what is meant by “1400 may be above the lower critical temperature”?
4) How can I get the photo’s on line?