| contributor author | Jen-San Chen | |
| contributor author | Jian-San Lin | |
| date accessioned | 2017-05-09T00:15:07Z | |
| date available | 2017-05-09T00:15:07Z | |
| date copyright | January, 2005 | |
| date issued | 2005 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26588#147_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/131259 | |
| description abstract | In this note we show that for a pinned half-sine arch under end couples snap-through buckling will occur unsymmetrically if the initial height of the shallow arch is greater than 6.5466r, where r is the radius of gyration of the cross section. The closed-form expression for the critical couple can be obtained analytically. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Exact Critical Loads for a Pinned Half-Sine Arch Under End Couples | |
| type | Journal Paper | |
| journal volume | 72 | |
| journal issue | 1 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.1827244 | |
| journal fristpage | 147 | |
| journal lastpage | 148 | |
| identifier eissn | 1528-9036 | |
| keywords | Stress | |
| keywords | Equilibrium (Physics) | |
| keywords | Arches | |
| keywords | Buckling AND Equations | |
| tree | Journal of Applied Mechanics:;2005:;volume( 072 ):;issue: 001 | |
| contenttype | Fulltext | |
