| contributor author | D. Chattoraj | |
| contributor author | S. K. Bose | |
| date accessioned | 2017-05-08T23:10:15Z | |
| date available | 2017-05-08T23:10:15Z | |
| date copyright | December, 1981 | |
| date issued | 1981 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26188#978_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/94070 | |
| description abstract | Buckling of a beam-column under axial loads at the ends is considered as a three-dimensional stability problem. Displacement and stress fields are written in terms of Neuber-Papkovich potentials. These are then approximated to forms containing one more higher-order term than those corresponding to the Euler-Bernoulli equations. These expressions yield a modified formula for the bending moment. The energy method applied to the equations yield a modified form of Euler critical load and Shanley tangent modulus formula. The effect of the second-order modification is to decrease the critical load. For mild steel this decrease exceeds 5 percent for the slenderness ratio less than 25. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Critical Compressive Stress of a Beam-Column to a Second Order | |
| type | Journal Paper | |
| journal volume | 48 | |
| journal issue | 4 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3157771 | |
| journal fristpage | 978 | |
| journal lastpage | 980 | |
| identifier eissn | 1528-9036 | |
| keywords | Compressive stress | |
| keywords | Stress | |
| keywords | Equations | |
| keywords | Formulas | |
| keywords | Displacement | |
| keywords | Buckling | |
| keywords | Stability AND Steel | |
| tree | Journal of Applied Mechanics:;1981:;volume( 048 ):;issue: 004 | |
| contenttype | Fulltext | |
