Stability of the Hinge Formed in an Ideal Rigid-Plastic BeamSource: Journal of Applied Mechanics:;1961:;volume( 028 ):;issue: 001::page 133Author:M. J. Hillier
DOI: 10.1115/1.3640424Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The hinge formed at yield in an ideal rigid-plastic beam is considered plastically stable if the moment of resistance increases after a small deformation, and unstable if the moment decreases. An initially curved beam of strain-hardening material and rectangular section is considered, and the change in moment of resistance due to a small change in curvature calculated. It is shown that, for a material which does not strain harden, the yield hinge is unstable if the initial curvature and the change in curvature are of the same sign. However, the initial rate of change of moment of resistance is small. The change of yield moment of a straight beam is initially zero. The minimum initial hardening rate required for stability of a curved beam is calculated.
keyword(s): Stability , Hinges , Electrical resistance , Hardening , Work hardening AND Deformation ,
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contributor author | M. J. Hillier | |
date accessioned | 2017-05-09T00:51:03Z | |
date available | 2017-05-09T00:51:03Z | |
date copyright | March, 1961 | |
date issued | 1961 | |
identifier issn | 0021-8936 | |
identifier other | JAMCAV-25604#133_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/149055 | |
description abstract | The hinge formed at yield in an ideal rigid-plastic beam is considered plastically stable if the moment of resistance increases after a small deformation, and unstable if the moment decreases. An initially curved beam of strain-hardening material and rectangular section is considered, and the change in moment of resistance due to a small change in curvature calculated. It is shown that, for a material which does not strain harden, the yield hinge is unstable if the initial curvature and the change in curvature are of the same sign. However, the initial rate of change of moment of resistance is small. The change of yield moment of a straight beam is initially zero. The minimum initial hardening rate required for stability of a curved beam is calculated. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Stability of the Hinge Formed in an Ideal Rigid-Plastic Beam | |
type | Journal Paper | |
journal volume | 28 | |
journal issue | 1 | |
journal title | Journal of Applied Mechanics | |
identifier doi | 10.1115/1.3640424 | |
journal fristpage | 133 | |
journal lastpage | 134 | |
identifier eissn | 1528-9036 | |
keywords | Stability | |
keywords | Hinges | |
keywords | Electrical resistance | |
keywords | Hardening | |
keywords | Work hardening AND Deformation | |
tree | Journal of Applied Mechanics:;1961:;volume( 028 ):;issue: 001 | |
contenttype | Fulltext |