| contributor author | L. D. Larson | |
| contributor author | W. F. Stokey | |
| date accessioned | 2017-05-08T23:03:40Z | |
| date available | 2017-05-08T23:03:40Z | |
| date copyright | May, 1977 | |
| date issued | 1977 | |
| identifier issn | 0094-9930 | |
| identifier other | JPVTAS-28148#258_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/90366 | |
| description abstract | A test program was conducted to investigate the inelastic response behavior of internally pressurized tubes subjected to dynamic bending and torsion loads. The basic experiment was a drop test in which the cantilever tube was dynamically loaded by a torque arm with a concentrated weight at the end. The experimental data consist of strain versus time records and peak and permanent deflections. Analytical predictions of the response were made using a lumped parameter beam model of the structure. This simple representation of the pressurized tube is made possible by use of an approximate analytical model for the inelastic deformation of a pipe element subjected to pressure, bending and torsion. The predicted responses are compared with measured responses to assess the accuracy of the models. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | The Inelastic Deformation of Pressurized Stainless Steel Tubes Under Dynamic Bending and Torsional Loading | |
| type | Journal Paper | |
| journal volume | 99 | |
| journal issue | 2 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.3454530 | |
| journal fristpage | 258 | |
| journal lastpage | 263 | |
| identifier eissn | 1528-8978 | |
| keywords | Deformation | |
| keywords | Stainless steel | |
| keywords | Torsion | |
| keywords | Pipes | |
| keywords | Cantilevers | |
| keywords | Deflection | |
| keywords | Stress | |
| keywords | Drops | |
| keywords | Weight (Mass) | |
| keywords | Torque AND Pressure | |
| tree | Journal of Pressure Vessel Technology:;1977:;volume( 099 ):;issue: 002 | |
| contenttype | Fulltext | |