{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/6002"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/6002","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"On the strength and DSM design of end-bolted cold-formed steel columns buckling in distortional modes","abstract":"Reports an experimental investigation on the behavior and ultimate strength of end-bolted cold-formed steel lipped channel columns selected to fail in distortional modes. Besides describing the test set-up and procedure, the available results are presented and discussed: they concern three tests and consist of (i) initial imperfection measurements, (ii) equilibrium paths relating the applied load to key column displacements and (iii) deformed configurations (including the collapse mode) and failure loads. The experimental results are used to validate ANSYS shell finite models intended to analyze the column geometrically and materially non-linear behavior. These models are then employed to perform a parametric study involving end-bolted lipped channel columns with various combinations of geometry (length and cross-section dimensions) and elastic-perfectly plastic material behavior (yield stress), aimed at (i) acquiring knowledge on the column post-buckling mechanics and strength reserve, and (ii) gathering ultimate strength data. Finally, the experimental and numerical failure load data obtained are used to assess the quality of their predictions by the current DSM distortional design curve and, if needed, provide preliminary guidelines on how to improve them.","abstract_html":"Reports an experimental investigation on the behavior and ultimate strength of end-bolted cold-formed steel lipped channel columns selected to fail in distortional modes. Besides describing the test set-up and procedure, the available results are presented and discussed: they concern three tests and consist of (i) initial imperfection measurements, (ii) equilibrium paths relating the applied load to key column displacements and (iii) deformed configurations (including the collapse mode) and failure loads. The experimental results are used to validate ANSYS shell finite models intended to analyze the column geometrically and materially non-linear behavior. These models are then employed to perform a parametric study involving end-bolted lipped channel columns with various combinations of geometry (length and cross-section dimensions) and elastic-perfectly plastic material behavior (yield stress), aimed at (i) acquiring knowledge on the column post-buckling mechanics and strength reserve, and (ii) gathering ultimate strength data. Finally, the experimental and numerical failure load data obtained are used to assess the quality of their predictions by the current DSM distortional design curve and, if needed, provide preliminary guidelines on how to improve them.","abstract_has_math":false,"creators":["Santos, Warlley Soares"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Landesmann, Alexandre"],"committee_chairs":[],"committee_members":[],"year":2017,"date_issued":"2017-12","date_published":"2017-12","updated_at":"2026-07-24T01:16:18Z","subjects":["Estruturas metálicas","Imperfeições e falhas dos materiais","Análise experimental de estruturas","End-bolted cold-formed steel columns","Distortional failures","Direct Strength Method (DSM) design","Experimental analysis of structures"],"languages":["eng"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/6002","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Landesmann, Alexandre"]},{"key":"dc:creator","label":"Author","values":["Santos, Warlley Soares"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-12-17T17:16:11Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:01:39Z"]},{"key":"dc:date.issued","label":"Date","values":["2017-12"]},{"key":"dc:publisher","label":"Institution","values":["Universidade Federal do Rio de Janeiro"]},{"key":"dc:publisher.department","label":"Dc Publisher Department","values":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"]},{"key":"dc:type","label":"Dc Type","values":["Tese"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Estruturas metálicas","Imperfeições e falhas dos materiais","Análise experimental de estruturas","End-bolted cold-formed steel columns","Distortional failures","Direct Strength Method (DSM) design","Experimental analysis of structures"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["eng"]},{"key":"dc:rights","label":"Dc Rights","values":["Acesso Aberto"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/11422/6002"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Reports an experimental investigation on the behavior and ultimate strength of end-bolted cold-formed steel lipped channel columns selected to fail in distortional modes. Besides describing the test set-up and procedure, the available results are presented and discussed: they concern three tests and consist of (i) initial imperfection measurements, (ii) equilibrium paths relating the applied load to key column displacements and (iii) deformed configurations (including the collapse mode) and failure loads. The experimental results are used to validate ANSYS shell finite models intended to analyze the column geometrically and materially non-linear behavior. These models are then employed to perform a parametric study involving end-bolted lipped channel columns with various combinations of geometry (length and cross-section dimensions) and elastic-perfectly plastic material behavior (yield stress), aimed at (i) acquiring knowledge on the column post-buckling mechanics and strength reserve, and (ii) gathering ultimate strength data. Finally, the experimental and numerical failure load data obtained are used to assess the quality of their predictions by the current DSM distortional design curve and, if needed, provide preliminary guidelines on how to improve them."]},{"key":"dc:title","label":"Title","values":["On the strength and DSM design of end-bolted cold-formed steel columns buckling in distortional modes"]}]}],"canonical_facts":{"dc:contributor.advisor":["Landesmann, Alexandre"],"dc:creator":["Santos, Warlley Soares"],"dc:date.accessioned":["2018-12-17T17:16:11Z"],"dc:date.available":["2026-05-16T03:01:39Z"],"dc:date.issued":["2017-12"],"dc:description.abstract":["Reports an experimental investigation on the behavior and ultimate strength of end-bolted cold-formed steel lipped channel columns selected to fail in distortional modes. Besides describing the test set-up and procedure, the available results are presented and discussed: they concern three tests and consist of (i) initial imperfection measurements, (ii) equilibrium paths relating the applied load to key column displacements and (iii) deformed configurations (including the collapse mode) and failure loads. The experimental results are used to validate ANSYS shell finite models intended to analyze the column geometrically and materially non-linear behavior. These models are then employed to perform a parametric study involving end-bolted lipped channel columns with various combinations of geometry (length and cross-section dimensions) and elastic-perfectly plastic material behavior (yield stress), aimed at (i) acquiring knowledge on the column post-buckling mechanics and strength reserve, and (ii) gathering ultimate strength data. Finally, the experimental and numerical failure load data obtained are used to assess the quality of their predictions by the current DSM distortional design curve and, if needed, provide preliminary guidelines on how to improve them."],"dc:identifier.uri":["http://hdl.handle.net/11422/6002"],"dc:language":["eng"],"dc:publisher":["Universidade Federal do Rio de Janeiro"],"dc:publisher.department":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"],"dc:rights":["Acesso Aberto"],"dc:subject":["Estruturas metálicas","Imperfeições e falhas dos materiais","Análise experimental de estruturas","End-bolted cold-formed steel columns","Distortional failures","Direct Strength Method (DSM) design","Experimental analysis of structures"],"dc:title":["On the strength and DSM design of end-bolted cold-formed steel columns buckling in distortional modes"],"dc:type":["Tese"]},"updated_at":"2026-07-24T01:16:18Z"}