Transition mechanism for a periodic bar-and-joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffness

A specific periodic bar-and-joint framework with limited degrees of freedom is shown to have a transition mechanism when subjected to an external force. The static nonlinear elasticity of this framework under a uniaxial load is modelled with the two angular variables specifying the rotation and dist...

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Main Authors: H. Tanaka, K. Hamada, Y. Shibutani
Format: Article
Language:English
Published: The Royal Society 2018-01-01
Series:Royal Society Open Science
Subjects:
Online Access:https://royalsocietypublishing.org/doi/pdf/10.1098/rsos.180139
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author H. Tanaka
K. Hamada
Y. Shibutani
author_facet H. Tanaka
K. Hamada
Y. Shibutani
author_sort H. Tanaka
collection DOAJ
description A specific periodic bar-and-joint framework with limited degrees of freedom is shown to have a transition mechanism when subjected to an external force. The static nonlinear elasticity of this framework under a uniaxial load is modelled with the two angular variables specifying the rotation and distortion of the linked square components. Numerically exploring the equilibrium paths then reveals a transition state of the structure at a critical value of the internal stiffness. A simplified formulation of the model with weak nonlinear terms yields an exact solution of its transition state. Load–displacement behaviour and stability for the two systems with or without approximation are analysed and compared.
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spelling doaj.art-1de430a6ebfe442d9ba0268889f0c3072022-12-21T23:08:23ZengThe Royal SocietyRoyal Society Open Science2054-57032018-01-015610.1098/rsos.180139180139Transition mechanism for a periodic bar-and-joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffnessH. TanakaK. HamadaY. ShibutaniA specific periodic bar-and-joint framework with limited degrees of freedom is shown to have a transition mechanism when subjected to an external force. The static nonlinear elasticity of this framework under a uniaxial load is modelled with the two angular variables specifying the rotation and distortion of the linked square components. Numerically exploring the equilibrium paths then reveals a transition state of the structure at a critical value of the internal stiffness. A simplified formulation of the model with weak nonlinear terms yields an exact solution of its transition state. Load–displacement behaviour and stability for the two systems with or without approximation are analysed and compared.https://royalsocietypublishing.org/doi/pdf/10.1098/rsos.180139transition mechanismnonlinear elasticityperiodic bar-and-joint frameworkstructural stability
spellingShingle H. Tanaka
K. Hamada
Y. Shibutani
Transition mechanism for a periodic bar-and-joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffness
Royal Society Open Science
transition mechanism
nonlinear elasticity
periodic bar-and-joint framework
structural stability
title Transition mechanism for a periodic bar-and-joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffness
title_full Transition mechanism for a periodic bar-and-joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffness
title_fullStr Transition mechanism for a periodic bar-and-joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffness
title_full_unstemmed Transition mechanism for a periodic bar-and-joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffness
title_short Transition mechanism for a periodic bar-and-joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffness
title_sort transition mechanism for a periodic bar and joint framework with limited degrees of freedom controlled by uniaxial load and internal stiffness
topic transition mechanism
nonlinear elasticity
periodic bar-and-joint framework
structural stability
url https://royalsocietypublishing.org/doi/pdf/10.1098/rsos.180139
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AT khamada transitionmechanismforaperiodicbarandjointframeworkwithlimiteddegreesoffreedomcontrolledbyuniaxialloadandinternalstiffness
AT yshibutani transitionmechanismforaperiodicbarandjointframeworkwithlimiteddegreesoffreedomcontrolledbyuniaxialloadandinternalstiffness