| contributor author | N. J. Salamon | |
| contributor author | T. P. Pawlak | |
| contributor author | F. F. Mahmoud | |
| date accessioned | 2017-05-08T23:21:55Z | |
| date available | 2017-05-08T23:21:55Z | |
| date copyright | March, 1986 | |
| date issued | 1986 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26265#141_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/100854 | |
| description abstract | The response of a square plate, simply and unilaterally supported, to pressure loading is numerically treated. The support system consists of discrete elastic springs whose stiffnesses range from near-rigid to compliant character. It is found that, except for rather low support stiffnesses, the plate will lift off the foundation. After demonstrating good agreement with a recent analytical work, the deflections and shear fields are provided. The response mode changes dramatically as the supports approach rigidity. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Plates in Unilateral Contact With Simple Supports: Pressure Loading | |
| type | Journal Paper | |
| journal volume | 53 | |
| journal issue | 1 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3171701 | |
| journal fristpage | 141 | |
| journal lastpage | 145 | |
| identifier eissn | 1528-9036 | |
| keywords | Plates (structures) | |
| keywords | Pressure | |
| keywords | Shear (Mechanics) | |
| keywords | Deflection | |
| keywords | Springs AND Stiffness | |
| tree | Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 001 | |
| contenttype | Fulltext | |