| contributor author | R. D. Cook | |
| date accessioned | 2017-05-08T23:34:44Z | |
| date available | 2017-05-08T23:34:44Z | |
| date copyright | March, 1991 | |
| date issued | 1991 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26330#154_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/108099 | |
| description abstract | A closed-form solution of the subject problem is presented. The analytical method resembles that used by Bleich (1933) to study curved beams of I or T section. It is found that the circumferential stress may be smaller than a perpendicular stress that arises from flexing of parts of the box. Accuracy of the solution is verified by comparison with finite element analyses. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Pure Bending of Curved Beams of Thin-Walled Rectangular Box Section | |
| type | Journal Paper | |
| journal volume | 58 | |
| journal issue | 1 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.2897142 | |
| journal fristpage | 154 | |
| journal lastpage | 156 | |
| identifier eissn | 1528-9036 | |
| keywords | Stress AND Finite element analysis | |
| tree | Journal of Applied Mechanics:;1991:;volume( 058 ):;issue: 001 | |
| contenttype | Fulltext | |
