Strain Distribution in the Bending-Under-Tension Test

Canadian Institute of Mining, Metallurgy and Petroleum
D. K. Uko
Organization:
Canadian Institute of Mining, Metallurgy and Petroleum
Pages:
8
File Size:
5645 KB
Publication Date:
Jan 1, 1977

Abstract

In the stretch-bend or bending-under-tension test, a strip is rigidly clamped and restrained at each end and bent by central transverse loading using a radiused punch: The strip deflection at failure has been used as a measure of formability for high-strength low-alloy (HSLA) steels by other investigators. In this work, a detailed study is made of strains developing during stretch bending of an 80,000-lbf/ in 2 (552 MPa) yield stress steel using different punch radii. It is shown that toward the end of the process, the bending strains at both the inner and outer surfaces are tensile and suddenly increase at a rapid and approximately equal rate. The strain ratio in the failure region departs significantly from plane strain , even using a large width-to-thickness ratio of about 10. The effective fracture strains appear to be independent of bend ratio (punch radius/thickness) and significantly below the fracture s train in simple tension. Metallographic and tensile data were obtained for the subject material and, for one bend ratio, the effects on stretch-bend parameters of annealing both on this material and a. carbon steel were compared.
Citation

APA: D. K. Uko  (1977)  Strain Distribution in the Bending-Under-Tension Test

MLA: D. K. Uko Strain Distribution in the Bending-Under-Tension Test. Canadian Institute of Mining, Metallurgy and Petroleum, 1977.

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