Open Access System for Information Sharing

Login Library

 

Article
Cited 53 time in webofscience Cited 63 time in scopus
Metadata Downloads

Measurement of the Bauschinger behavior of sheet metals by three-point bending springback test with pre-strained strips SCIE SCOPUS

Title
Measurement of the Bauschinger behavior of sheet metals by three-point bending springback test with pre-strained strips
Authors
Zang, SLLee, MGSun, LKim, JH
Date Issued
2014-08
Publisher
Elsevier
Abstract
In this paper, a novel approach is proposed to measure the Bauschinger effect, transient behavior and permanent softening of metallic sheet subjected to reverse loading. The hardening parameters related to the Bauschinger effect, transient behavior and permanent softening are optimized from the springback profiles of three-point bending tests with pre-strained sheets. Taking the dual phase steel sheet DP780 as an example, its Bauschinger effect, transient behavior and permanent softening determined from the new approach are compared with those of the cyclic simple shear method. Finite element simulations are also performed for three-point bending and U-draw/bending of base (as-received) and pre-strained DP780 steel sheets to validate the suggested approach. The results show that the aforementioned hardening behavior determined from the new approach shows good agreements with those of cyclic simple shear tests. Moreover, reasonable springback predictions for three-point bending and U-draw/bending tests are obtained as well. In particular, the proposed approach is quite suitable for the industrial applications because only uni-axial tension and three-point bending tests are required. (C) 2014 Elsevier Ltd. All rights reserved.
URI
https://oasis.postech.ac.kr/handle/2014.oak/27314
DOI
10.1016/J.IJPLAS.2014.03.015
ISSN
0749-6419
Article Type
Article
Citation
INTERNATIONAL JOURNAL OF PLASTICITY, vol. 59, page. 84 - 107, 2014-08
Files in This Item:
There are no files associated with this item.

qr_code

  • mendeley

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

Views & Downloads

Browse