| contributor author | W. M. Quach | |
| contributor author | J. G. Teng | |
| contributor author | K. F. Chung | |
| date accessioned | 2017-05-08T21:00:43Z | |
| date available | 2017-05-08T21:00:43Z | |
| date copyright | September 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9445%282008%29134%3A9%281518%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35327 | |
| description abstract | Advanced numerical modeling of cold-formed stainless steel members, from manufacturing to full-range response under applied loading, requires knowledge of the stress-strain relationship of the material over a wide range of tensile and compressive strains. Although a number of stress-strain models have been developed for stainless steels, they are only capable of accurate predictions either over a limited strain range or for the tensile stress-strain behavior only. This paper presents a three-stage stress-strain model for stainless steels, which is capable of accurate predictions over the full ranges of both tensile and compressive strains. The new stress-strain model is defined using the three basic Ramberg-Osgood parameters and is based on a careful interpretation of existing experimental data. The accuracy of the proposed model is demonstrated by comparing its predictions with experimental stress-strain curves. These comparisons also clearly demonstrate the advantage of the proposed model over the only existing full-range stress-strain model. | |
| publisher | American Society of Civil Engineers | |
| title | Three-Stage Full-Range Stress-Strain Model for Stainless Steels | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2008)134:9(1518) | |
| tree | Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 009 | |
| contenttype | Fulltext | |