| contributor author | Ihab F. Fanous | |
| contributor author | R. Adibi-Asl | |
| contributor author | R. Seshadri | |
| date accessioned | 2017-05-09T00:17:33Z | |
| date available | 2017-05-09T00:17:33Z | |
| date copyright | November, 2005 | |
| date issued | 2005 | |
| identifier issn | 0094-9930 | |
| identifier other | JPVTAS-28460#443_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/132474 | |
| description abstract | The r-node method has been developed earlier as a technique to find the limit load using the Elastic Modulus Adjustment Procedures. It utilizes the systematic redistribution of the stress to find the load-controlled locations in a component to estimate the collapse load. In this paper, the method is shown to be applicable for multiple loads. A simple cantilever beam is analyzed using the redistribution-node (r-node) method subjected to both bending force and moment. The results compare well with the closed-form solution of the problem. The method is then used to estimate the limit load for an elbow subjected to in-plane and out-of-plane moment. The results compare well with the elastic-plastic analysis. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Limit Load Analysis of Pipe Bend Using the R-Node Method | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 4 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.2043196 | |
| journal fristpage | 443 | |
| journal lastpage | 448 | |
| identifier eissn | 1528-8978 | |
| keywords | Stress | |
| keywords | Pipe bends | |
| keywords | Force | |
| keywords | Elastic moduli AND Cantilever beams | |
| tree | Journal of Pressure Vessel Technology:;2005:;volume( 127 ):;issue: 004 | |
| contenttype | Fulltext | |
