{"id":{"repo_id":"vt","oai_identifier":"oai:vtechworks.lib.vt.edu:10919/44975"},"canonical_url":"https://search.dev.ndltd.org/etd/vt/oai:vtechworks.lib.vt.edu:10919/44975","repository":{"repo_id":"vt","name":"Virginia Tech","base_url":"https://vtechworks.lib.vt.edu/oai/request"},"display":{"title":"Computer aided analyses of symmetrically loaded thin cylindrical shell using transfer matrix method","abstract":"Thin shells as a structural form have made important contribution to the development of several branches of engineering, e.g., chemical, power, structural engineering, etc. The aim of this research is to analyze symmetrically loaded thin cylindrical shell structures using transfer matrix method. A shell is a body bounded by a double curved surface, the thickness of the shell generally being smaller than its radius. A shell is classified thin if the ratio of the thickness to radius is less than twenty. The analyses of the shell is done using the transfer matrix method. The theory of transfer matrix method is discussed and the analogy between shell and beam on elastic foundation is proved. This analogy between shell and beam is used as a foundation to analyze the shell. Several different loading conditions, e.g., uniform and variable pressure load, ring load etc. are considered. The displacement, shear, angle, moment and various stresses like maximum normal stress, hoop stress, longitudinal stress etc. are found. Shell structures with ring stiffeners are also studied. Several test examples are analyzed and the results are compared to published data.","abstract_html":"Thin shells as a structural form have made important contribution to the development of several branches of engineering, e.g., chemical, power, structural engineering, etc. The aim of this research is to analyze symmetrically loaded thin cylindrical shell structures using transfer matrix method. A shell is a body bounded by a double curved surface, the thickness of the shell generally being smaller than its radius. A shell is classified thin if the ratio of the thickness to radius is less than twenty. The analyses of the shell is done using the transfer matrix method. The theory of transfer matrix method is discussed and the analogy between shell and beam on elastic foundation is proved. This analogy between shell and beam is used as a foundation to analyze the shell. Several different loading conditions, e.g., uniform and variable pressure load, ring load etc. are considered. The displacement, shear, angle, moment and various stresses like maximum normal stress, hoop stress, longitudinal stress etc. are found. Shell structures with ring stiffeners are also studied. Several test examples are analyzed and the results are compared to published data.","abstract_has_math":false,"creators":["Shah, Samir Harshadrai"],"institution":"Virginia Tech","degree_name":"Master of Science","degree_level":"masters","degree_discipline":"Mechanical Engineering","degree_department":"Mechanical Engineering","school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1996,"date_issued":"1996","date_published":"1996","updated_at":"2026-07-22T22:19:15Z","subjects":[],"languages":["en"],"rights":["In Copyright"],"rights_urls":["http://rightsstatements.org/vocab/InC/1.0/"],"identifier_entries":[{"key":"dc:identifier.other","label":"Dc Identifier Other","values":["etd-10022008-063134"],"render_values":[{"text":"etd-10022008-063134","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10919/44975","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.department","label":"Department","values":["Mechanical Engineering"]},{"key":"dc:creator","label":"Author","values":["Shah, Samir Harshadrai"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2014-03-14T21:46:44Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2014-03-14T21:46:44Z","2008-10-02"]},{"key":"dc:date.issued","label":"Date","values":["1996"]},{"key":"dc:publisher","label":"Institution","values":["Virginia Tech"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"dc:type.dcmitype","label":"Dc Type Dcmitype","values":["Text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Mechanical Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Master of Science"]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["Virginia Polytechnic Institute and State University"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["en"]},{"key":"dc:rights","label":"Dc Rights","values":["In Copyright"]},{"key":"dc:rights.uri","label":"Rights URI","values":["http://rightsstatements.org/vocab/InC/1.0/"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.other","label":"Dc Identifier Other","values":["etd-10022008-063134"]},{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/10919/44975"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Thin shells as a structural form have made important contribution to the development of several branches of engineering, e.g., chemical, power, structural engineering, etc. The aim of this research is to analyze symmetrically loaded thin cylindrical shell structures using transfer matrix method. A shell is a body bounded by a double curved surface, the thickness of the shell generally being smaller than its radius. A shell is classified thin if the ratio of the thickness to radius is less than twenty. The analyses of the shell is done using the transfer matrix method. The theory of transfer matrix method is discussed and the analogy between shell and beam on elastic foundation is proved. This analogy between shell and beam is used as a foundation to analyze the shell. Several different loading conditions, e.g., uniform and variable pressure load, ring load etc. are considered. The displacement, shear, angle, moment and various stresses like maximum normal stress, hoop stress, longitudinal stress etc. are found. Shell structures with ring stiffeners are also studied. Several test examples are analyzed and the results are compared to published data."]},{"key":"dc:description.degree","label":"Dc Description Degree","values":["Master of Science"]},{"key":"dc:format.medium","label":"Dc Format Medium","values":["BTD"]},{"key":"dc:format.mimetype","label":"Dc Format Mimetype","values":["application/pdf"]},{"key":"dc:title","label":"Title","values":["Computer aided analyses of symmetrically loaded thin cylindrical shell using transfer matrix method"]}]}],"canonical_facts":{"dc:contributor.department":["Mechanical Engineering"],"dc:creator":["Shah, Samir Harshadrai"],"dc:date.accessioned":["2014-03-14T21:46:44Z"],"dc:date.available":["2014-03-14T21:46:44Z","2008-10-02"],"dc:date.issued":["1996"],"dc:description.abstract":["Thin shells as a structural form have made important contribution to the development of several branches of engineering, e.g., chemical, power, structural engineering, etc. The aim of this research is to analyze symmetrically loaded thin cylindrical shell structures using transfer matrix method. A shell is a body bounded by a double curved surface, the thickness of the shell generally being smaller than its radius. A shell is classified thin if the ratio of the thickness to radius is less than twenty. The analyses of the shell is done using the transfer matrix method. The theory of transfer matrix method is discussed and the analogy between shell and beam on elastic foundation is proved. This analogy between shell and beam is used as a foundation to analyze the shell. Several different loading conditions, e.g., uniform and variable pressure load, ring load etc. are considered. The displacement, shear, angle, moment and various stresses like maximum normal stress, hoop stress, longitudinal stress etc. are found. Shell structures with ring stiffeners are also studied. Several test examples are analyzed and the results are compared to published data."],"dc:description.degree":["Master of Science"],"dc:format.medium":["BTD"],"dc:format.mimetype":["application/pdf"],"dc:identifier.other":["etd-10022008-063134"],"dc:identifier.uri":["http://hdl.handle.net/10919/44975"],"dc:language.iso":["en"],"dc:publisher":["Virginia Tech"],"dc:rights":["In Copyright"],"dc:rights.uri":["http://rightsstatements.org/vocab/InC/1.0/"],"dc:title":["Computer aided analyses of symmetrically loaded thin cylindrical shell using transfer matrix method"],"dc:type":["Thesis"],"dc:type.dcmitype":["Text"],"thesis:degree_discipline":["Mechanical Engineering"],"thesis:degree_level":["masters"],"thesis:degree_name":["Master of Science"],"thesis:institution_name":["Virginia Polytechnic Institute and State University"]},"updated_at":"2026-07-22T22:19:15Z"}