{"id":{"repo_id":"cape-town","oai_identifier":"oai:open.uct.ac.za:11427/40449"},"canonical_url":"https://search.dev.ndltd.org/etd/cape-town/oai:open.uct.ac.za:11427/40449","repository":{"repo_id":"cape-town","name":"University of Cape Town","base_url":"https://open.uct.ac.za/oai/request"},"display":{"title":"An alternative to the classical specification of boundary conditions in finite element stress analysis","abstract":"[Page 1 missing] A development of the displacement method of finite element analysis is presented which serves to effectively bypass conventional boundary condition specifications. Indeterminate equations pertaining to boundary degrees of freedom are replaced in the assembly matrix by an alternative form of equation ?ased on the strain/displacement relationship of finite elements; The computer progranuning of the proposed method is described, and a series of proving runs made on typical mesh configurations is discussed.","abstract_html":"[Page 1 missing] A development of the displacement method of finite element analysis is presented which serves to effectively bypass conventional boundary condition specifications. Indeterminate equations pertaining to boundary degrees of freedom are replaced in the assembly matrix by an alternative form of equation ?ased on the strain/displacement relationship of finite elements; The computer progranuning of the proposed method is described, and a series of proving runs made on typical mesh configurations is discussed.","abstract_has_math":false,"creators":["Brown, Christopher John"],"institution":"Department of Mechanical Engineering","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Newmarch, J E"],"committee_chairs":[],"committee_members":[],"year":1977,"date_issued":"1977","date_published":"1977","updated_at":"2026-07-22T22:23:01Z","subjects":["Engineering"],"languages":[],"rights":[],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11427/40449","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Newmarch, J E"]},{"key":"dc:creator","label":"Author","values":["Brown, Christopher John"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2024-07-23T12:51:17Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2024-07-23T12:51:17Z"]},{"key":"dc:date.issued","label":"Date","values":["1977"]},{"key":"dc:publisher.department","label":"Dc Publisher Department","values":["Department of Mechanical Engineering"]},{"key":"dc:type","label":"Dc Type","values":["Thesis / Dissertation"]},{"key":"dc:type.qualificationlevel","label":"Dc Type Qualificationlevel","values":["Masters","MSc (Eng)"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Engineering"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/11427/40449"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["[Page 1 missing] A development of the displacement method of finite element analysis is presented which serves to effectively bypass conventional boundary condition specifications. Indeterminate equations pertaining to boundary degrees of freedom are replaced in the assembly matrix by an alternative form of equation ?ased on the strain/displacement relationship of finite elements; The computer progranuning of the proposed method is described, and a series of proving runs made on typical mesh configurations is discussed."]},{"key":"dc:title","label":"Title","values":["An alternative to the classical specification of boundary conditions in finite element stress analysis"]}]}],"canonical_facts":{"dc:contributor.advisor":["Newmarch, J E"],"dc:creator":["Brown, Christopher John"],"dc:date.accessioned":["2024-07-23T12:51:17Z"],"dc:date.available":["2024-07-23T12:51:17Z"],"dc:date.issued":["1977"],"dc:description.abstract":["[Page 1 missing] A development of the displacement method of finite element analysis is presented which serves to effectively bypass conventional boundary condition specifications. Indeterminate equations pertaining to boundary degrees of freedom are replaced in the assembly matrix by an alternative form of equation ?ased on the strain/displacement relationship of finite elements; The computer progranuning of the proposed method is described, and a series of proving runs made on typical mesh configurations is discussed."],"dc:identifier.uri":["http://hdl.handle.net/11427/40449"],"dc:publisher.department":["Department of Mechanical Engineering"],"dc:subject":["Engineering"],"dc:title":["An alternative to the classical specification of boundary conditions in finite element stress analysis"],"dc:type":["Thesis / Dissertation"],"dc:type.qualificationlevel":["Masters","MSc (Eng)"]},"updated_at":"2026-07-22T22:23:01Z"}