| contributor author | R. D. Gauthier | |
| contributor author | E. E. Weibel | |
| date accessioned | 2017-05-09T00:19:55Z | |
| date available | 2017-05-09T00:19:55Z | |
| date copyright | December, 1961 | |
| date issued | 1961 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-25644#529_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/133723 | |
| description abstract | Elastic-plastic design permits the most effective use of the strength of the rectangular tube section. The condition of failure for a tube of perfectly elastic-plastic material is analyzed, and a formula is derived from which the limit load can be computed directly, A procedure is developed for determining by the area-moment method the wall deflection at any load from a bending-moment diagram modified to account for reduced rigidity. The total deflections thus found are plotted against the various loads. This theoretical load-deflection curve then becomes the basis for design. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Elastic-Plastic Design of Rectangular Pressure Tubing | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 4 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3641778 | |
| journal fristpage | 529 | |
| journal lastpage | 534 | |
| identifier eissn | 1528-9036 | |
| keywords | Tubing | |
| keywords | Design | |
| keywords | Pressure | |
| keywords | Stress | |
| keywords | Deflection | |
| keywords | Failure | |
| keywords | Formulas AND Stiffness | |
| tree | Journal of Applied Mechanics:;1961:;volume( 028 ):;issue: 004 | |
| contenttype | Fulltext | |