contributor author | T. H. Lin | |
contributor author | S. R. Lin | |
contributor author | B. Mazelsky | |
date accessioned | 2017-05-09T01:13:42Z | |
date available | 2017-05-09T01:13:42Z | |
date copyright | December, 1972 | |
date issued | 1972 | |
identifier issn | 0021-8936 | |
identifier other | JAMCAV-25969#978_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/156634 | |
description abstract | An analytical method for predicting the elastoplastic bending of rectangular plates with large deflection is studied. The effects of plastic strain and large deflection on plate deformation are shown to be the same as a set of applied external forces on the plate in the classical elastic small deflection theory. The calculated deflection for purely elastic plates compares well with previous existing solutions. For the plates considered, the deflection is increased only slightly by plastic strain; however, the maximum extreme fiber stress is considerably relieved by plastic yielding. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Elastoplastic Bending of Rectangular Plates With Large Deflection | |
type | Journal Paper | |
journal volume | 39 | |
journal issue | 4 | |
journal title | Journal of Applied Mechanics | |
identifier doi | 10.1115/1.3422901 | |
journal fristpage | 978 | |
journal lastpage | 982 | |
identifier eissn | 1528-9036 | |
keywords | Plates (structures) | |
keywords | Deflection | |
keywords | Elastic plates | |
keywords | Force | |
keywords | Deformation | |
keywords | Fibers AND Stress | |
tree | Journal of Applied Mechanics:;1972:;volume( 039 ):;issue: 004 | |
contenttype | Fulltext | |