Elastic stability of cylindrical shells with soft elastic cores

Thin walled cylindrical shell structures are widespread in nature: examples include porcupine quills, hedgehog spines and plant stems. All have an outer shell of almost fully dense material supported by a low density, cellular core. In nature, all are loaded in some combination of axial compression...

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محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Karam, Gebran Nizar (author)
التنسيق: masterThesis
منشور في: 1994
الوصول للمادة أونلاين:http://hdl.handle.net/10725/6689
http://libraries.lau.edu.lb/research/laur/terms-of-use/thesis.php
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author Karam, Gebran Nizar
author_facet Karam, Gebran Nizar
author_role author
dc.creator.none.fl_str_mv Karam, Gebran Nizar
dc.date.none.fl_str_mv 1994
2017-12-01T10:12:04Z
2017-12-01T10:12:04Z
2017-12-01
dc.identifier.none.fl_str_mv http://hdl.handle.net/10725/6689
Karam, G. N. (1994). Elastic stability of cylindrical shells with soft elastic cores: biomimicking natural tubular structures (Doctoral dissertation, Massachusetts Institute of Technology)
http://libraries.lau.edu.lb/research/laur/terms-of-use/thesis.php
file:///C:/Users/rola.habre/Downloads/30692421-MIT%20(1).pdf
dc.language.none.fl_str_mv en
dc.publisher.none.fl_str_mv Massachusetts Institute of Technology
dc.rights.*.fl_str_mv info:eu-repo/semantics/openAccess
dc.title.none.fl_str_mv Elastic stability of cylindrical shells with soft elastic cores
biomimicking natural tubular structures
dc.type.none.fl_str_mv Thesis
info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/masterThesis
description Thin walled cylindrical shell structures are widespread in nature: examples include porcupine quills, hedgehog spines and plant stems. All have an outer shell of almost fully dense material supported by a low density, cellular core. In nature, all are loaded in some combination of axial compression and bending: failure is typically by buckling. Natural structures are often optimized. Here we have investigated and characterized the morphology of several natural tubular structures. Mechanical models recently developed to analyze the elastic buckling of a thin cylindrical shell supported by a soft elastic core (G.N. Karam and L.J. Gibson, Elastic buckling of cylindrical shells with elastic cores, I: Analysis, submitted to Int. J. Solids Structures, 1994, G.N. Karam and L.J. Gibson, Elastic buckling of cylindrical shells with elastic cores, II: Experiments, submitted to Int. J. Solids Structures, 1994) were used to study the mechanical efficiency of these natural structures. It was found that natural structures are often more mechanically efficient than equivalent weight hollow cylinders. Biomimicking of natural cylindrical shell structures may offer the potential to increase the mechanical efficiency of engineering structures.
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identifier_str_mv Karam, G. N. (1994). Elastic stability of cylindrical shells with soft elastic cores: biomimicking natural tubular structures (Doctoral dissertation, Massachusetts Institute of Technology)
file:///C:/Users/rola.habre/Downloads/30692421-MIT%20(1).pdf
language_invalid_str_mv en
network_acronym_str LAURepo
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publishDate 1994
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spelling Elastic stability of cylindrical shells with soft elastic coresbiomimicking natural tubular structuresKaram, Gebran NizarThin walled cylindrical shell structures are widespread in nature: examples include porcupine quills, hedgehog spines and plant stems. All have an outer shell of almost fully dense material supported by a low density, cellular core. In nature, all are loaded in some combination of axial compression and bending: failure is typically by buckling. Natural structures are often optimized. Here we have investigated and characterized the morphology of several natural tubular structures. Mechanical models recently developed to analyze the elastic buckling of a thin cylindrical shell supported by a soft elastic core (G.N. Karam and L.J. Gibson, Elastic buckling of cylindrical shells with elastic cores, I: Analysis, submitted to Int. J. Solids Structures, 1994, G.N. Karam and L.J. Gibson, Elastic buckling of cylindrical shells with elastic cores, II: Experiments, submitted to Int. J. Solids Structures, 1994) were used to study the mechanical efficiency of these natural structures. It was found that natural structures are often more mechanically efficient than equivalent weight hollow cylinders. Biomimicking of natural cylindrical shell structures may offer the potential to increase the mechanical efficiency of engineering structures.N/A225 p: illIncludes bibliographical referencesMassachusetts Institute of Technology2017-12-01T10:12:04Z2017-12-01T10:12:04Z19942017-12-01Thesisinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesishttp://hdl.handle.net/10725/6689Karam, G. N. (1994). Elastic stability of cylindrical shells with soft elastic cores: biomimicking natural tubular structures (Doctoral dissertation, Massachusetts Institute of Technology)http://libraries.lau.edu.lb/research/laur/terms-of-use/thesis.phpfile:///C:/Users/rola.habre/Downloads/30692421-MIT%20(1).pdfeninfo:eu-repo/semantics/openAccessoai:laur.lau.edu.lb:10725/66892021-03-19T10:03:29Z
spellingShingle Elastic stability of cylindrical shells with soft elastic cores
Karam, Gebran Nizar
status_str publishedVersion
title Elastic stability of cylindrical shells with soft elastic cores
title_full Elastic stability of cylindrical shells with soft elastic cores
title_fullStr Elastic stability of cylindrical shells with soft elastic cores
title_full_unstemmed Elastic stability of cylindrical shells with soft elastic cores
title_short Elastic stability of cylindrical shells with soft elastic cores
title_sort Elastic stability of cylindrical shells with soft elastic cores
url http://hdl.handle.net/10725/6689
http://libraries.lau.edu.lb/research/laur/terms-of-use/thesis.php