| contributor author | Harvey, Philip S., Jr. | |
| contributor author | Wiebe, Richard | |
| contributor author | Cain, Thomas M. N. | |
| date accessioned | 2022-02-04T22:06:00Z | |
| date available | 2022-02-04T22:06:00Z | |
| date copyright | 9/16/2020 12:00:00 AM | |
| date issued | 2020 | |
| identifier issn | 0021-8936 | |
| identifier other | jam_87_12_121003.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4274871 | |
| description abstract | A buckled beam with shallow rise under lateral constraint is considered. The initial rise results from a prescribed end displacement. The beam is modeled as inextensible, and analytical solutions of the equilibria are obtained from a constrained energy minimization problem. For simplicity, the results are derived for the archetypal beam with pinned ends. It is found that there are an infinite number of zero lateral-load equilibria, each corresponding to an Euler buckling mode. A numerical model is used to verify the accuracy of the model and also to explore the effects of extensibility. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Inextensibility and Its Effect on the Number of Equilibria of Shallow Buckled Beams | |
| type | Journal Paper | |
| journal volume | 87 | |
| journal issue | 12 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.4048199 | |
| journal fristpage | 0121007-1 | |
| journal lastpage | 0121007-12 | |
| page | 12 | |
| tree | Journal of Applied Mechanics:;2020:;volume( 087 ):;issue: 012 | |
| contenttype | Fulltext | |
