Pseudo-Rigid-Body Models for Approximating Spatial Compliant Mechanisms of Rectangular Cross Section

The objective of the dissertation is to develop and describe kinematic models (Pseudo-Rigid-Body Models) for approximating large-deflection of spatial (3D) cantilever beams that undergo multiple bending motions thru end-moment loading. Those models enable efficient design of compliant mechanisms, be...

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Main Author: Ramirez, Issa Ailenid
Format: Others
Published: Scholar Commons 2014
Subjects:
Online Access:https://scholarcommons.usf.edu/etd/5562
https://scholarcommons.usf.edu/cgi/viewcontent.cgi?article=6757&context=etd
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spelling ndltd-USF-oai-scholarcommons.usf.edu-etd-67572019-10-04T05:07:12Z Pseudo-Rigid-Body Models for Approximating Spatial Compliant Mechanisms of Rectangular Cross Section Ramirez, Issa Ailenid The objective of the dissertation is to develop and describe kinematic models (Pseudo-Rigid-Body Models) for approximating large-deflection of spatial (3D) cantilever beams that undergo multiple bending motions thru end-moment loading. Those models enable efficient design of compliant mechanisms, because they simply and accurately represent the bending and stiffness of compliant beams. To accomplish this goal, the approach can be divided into three stages: development of the governing equations of a flexible cantilever beam, development of a PRBM for axisymmetric cantilever beams and the development of spatial PRBMs for rectangular cross-section beam with multiple end moments. The governing equations of a cantilever beam that undergoes large deflection due to force and moment loading, contains the curvature, location and rotation of the beam. The results where validated with Ansys, which showed to have a Pearson's correlation factor higher than 0.91. The resulting deflections, curvatures and angles were used to develop a spatial pseudo-rigid-body model for the cantilever beam. The spatial pseudo-rigid-body model consists of two links connected thru a spherical joint. For an axisymmetric beam, the PRB parameters are comparable with existing planar PRBMs. For the rectangular PRBM, the parameters depend on the aspect ratio of the beam (the ratio of the beam width over the height of the cross-section). Tables with the parameters as a function of the aspect ratio are included in this work. 2014-11-13T08:00:00Z text application/pdf https://scholarcommons.usf.edu/etd/5562 https://scholarcommons.usf.edu/cgi/viewcontent.cgi?article=6757&context=etd default Graduate Theses and Dissertations Scholar Commons Axisymmetric deflections Cantilever beams Kinematics Large-deflections Three-dimensional deflections Mechanical Engineering
collection NDLTD
format Others
sources NDLTD
topic Axisymmetric deflections
Cantilever beams
Kinematics
Large-deflections
Three-dimensional deflections
Mechanical Engineering
spellingShingle Axisymmetric deflections
Cantilever beams
Kinematics
Large-deflections
Three-dimensional deflections
Mechanical Engineering
Ramirez, Issa Ailenid
Pseudo-Rigid-Body Models for Approximating Spatial Compliant Mechanisms of Rectangular Cross Section
description The objective of the dissertation is to develop and describe kinematic models (Pseudo-Rigid-Body Models) for approximating large-deflection of spatial (3D) cantilever beams that undergo multiple bending motions thru end-moment loading. Those models enable efficient design of compliant mechanisms, because they simply and accurately represent the bending and stiffness of compliant beams. To accomplish this goal, the approach can be divided into three stages: development of the governing equations of a flexible cantilever beam, development of a PRBM for axisymmetric cantilever beams and the development of spatial PRBMs for rectangular cross-section beam with multiple end moments. The governing equations of a cantilever beam that undergoes large deflection due to force and moment loading, contains the curvature, location and rotation of the beam. The results where validated with Ansys, which showed to have a Pearson's correlation factor higher than 0.91. The resulting deflections, curvatures and angles were used to develop a spatial pseudo-rigid-body model for the cantilever beam. The spatial pseudo-rigid-body model consists of two links connected thru a spherical joint. For an axisymmetric beam, the PRB parameters are comparable with existing planar PRBMs. For the rectangular PRBM, the parameters depend on the aspect ratio of the beam (the ratio of the beam width over the height of the cross-section). Tables with the parameters as a function of the aspect ratio are included in this work.
author Ramirez, Issa Ailenid
author_facet Ramirez, Issa Ailenid
author_sort Ramirez, Issa Ailenid
title Pseudo-Rigid-Body Models for Approximating Spatial Compliant Mechanisms of Rectangular Cross Section
title_short Pseudo-Rigid-Body Models for Approximating Spatial Compliant Mechanisms of Rectangular Cross Section
title_full Pseudo-Rigid-Body Models for Approximating Spatial Compliant Mechanisms of Rectangular Cross Section
title_fullStr Pseudo-Rigid-Body Models for Approximating Spatial Compliant Mechanisms of Rectangular Cross Section
title_full_unstemmed Pseudo-Rigid-Body Models for Approximating Spatial Compliant Mechanisms of Rectangular Cross Section
title_sort pseudo-rigid-body models for approximating spatial compliant mechanisms of rectangular cross section
publisher Scholar Commons
publishDate 2014
url https://scholarcommons.usf.edu/etd/5562
https://scholarcommons.usf.edu/cgi/viewcontent.cgi?article=6757&context=etd
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