Impulsive Loading of a Simply Supported Circular Rigid Plastic PlateSource: Journal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001::page 59Author:Norman Jones
DOI: 10.1115/1.3601174Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: It is clear from a survey of literature on the dynamic deformation of rigid-plastic plates that most work has been focused on plates in which either membrane forces or bending moments alone are considered important, while the combined effect of membrane forces and bending moments on the behavior of plates under static loads and beams under dynamic loads is fairly well established. This paper, therefore, is concerned with the behavior of circular plates loaded dynamically and with deflections in the range where both bending moments and membrane forces are important. A general theoretical procedure is developed from the equations for large deflections of plates and a simplified yield condition due to Hodge. The results obtained when solving the governing equations for the particular case of a simply supported circular plate loaded with a uniform impulsive velocity are found to compare favorably with the corresponding experimental values recorded by Florence.
keyword(s): Force , Deformation , Stress , Plates (structures) , Deflection , Equations AND Membranes ,
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contributor author | Norman Jones | |
date accessioned | 2017-05-09T00:04:52Z | |
date available | 2017-05-09T00:04:52Z | |
date copyright | March, 1968 | |
date issued | 1968 | |
identifier issn | 0021-8936 | |
identifier other | JAMCAV-25866#59_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/125212 | |
description abstract | It is clear from a survey of literature on the dynamic deformation of rigid-plastic plates that most work has been focused on plates in which either membrane forces or bending moments alone are considered important, while the combined effect of membrane forces and bending moments on the behavior of plates under static loads and beams under dynamic loads is fairly well established. This paper, therefore, is concerned with the behavior of circular plates loaded dynamically and with deflections in the range where both bending moments and membrane forces are important. A general theoretical procedure is developed from the equations for large deflections of plates and a simplified yield condition due to Hodge. The results obtained when solving the governing equations for the particular case of a simply supported circular plate loaded with a uniform impulsive velocity are found to compare favorably with the corresponding experimental values recorded by Florence. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Impulsive Loading of a Simply Supported Circular Rigid Plastic Plate | |
type | Journal Paper | |
journal volume | 35 | |
journal issue | 1 | |
journal title | Journal of Applied Mechanics | |
identifier doi | 10.1115/1.3601174 | |
journal fristpage | 59 | |
journal lastpage | 65 | |
identifier eissn | 1528-9036 | |
keywords | Force | |
keywords | Deformation | |
keywords | Stress | |
keywords | Plates (structures) | |
keywords | Deflection | |
keywords | Equations AND Membranes | |
tree | Journal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001 | |
contenttype | Fulltext |