| contributor author | C. C. Weng | |
| contributor author | R. N. White | |
| date accessioned | 2017-05-08T20:53:31Z | |
| date available | 2017-05-08T20:53:31Z | |
| date copyright | January 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A1%2840%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30700 | |
| description abstract | The cold‐bending behavior of thick high‐strength steel plates is studied. Fifteen 1‐in. (25.4‐mm) and three 1.5‐in. (38.1‐mm) thick steel plates are cold‐bent to angles up to 90°, with bend radii of 1.5, 2.5, 3.5, and 5.5 in. Quantities measured include maximum surface strain, load‐displacement relationship, degree of springback, and residual stresses produced by the cold‐bending. Selected equations for predicting maximum surface strain and degree of springback are reviewed, and the values predicted by these equations are compared to test results. The results of the residual stress measurements are presented in a companion paper. | |
| publisher | American Society of Civil Engineers | |
| title | Cold‐Bending of Thick High‐Strength Steel Plates | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:1(40) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 001 | |
| contenttype | Fulltext | |
