{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,2,19]],"date-time":"2026-02-19T09:03:45Z","timestamp":1771491825279,"version":"3.50.1"},"reference-count":10,"publisher":"Wiley","issue":"2","license":[{"start":{"date-parts":[[2022,10,11]],"date-time":"2022-10-11T00:00:00Z","timestamp":1665446400000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Steel Construction"],"published-print":{"date-parts":[[2023,5]]},"abstract":"<jats:title>Abstract<\/jats:title><jats:p>Nominee Professor Eduardo de Arantes e Oliveira Award 2021<\/jats:p><jats:p>This paper reports an experimental investigation on the behaviour and strength of cold\u2010formed high\u2010strength steel (G450\u2013G500) lipped channel beams susceptible to local\u2013distortional interaction. The experimental campaign comprised 36 tests involving simply supported beams bent about the major axis, exhibiting various ratios between their distortional and local critical buckling moments (from 1.09 to 1.46) and acted by either uniform (20 tests) or non\u2010uniform (trapezoidal: 16 tests) bending diagrams. The results presented and discussed consist of equilibrium paths, photos providing the evolution of the beam deformed configurations and failure moments. The paper also includes a few remarks on the design, using the Direct Strength Method, of the beams under consideration.<\/jats:p>","DOI":"10.1002\/stco.202200018","type":"journal-article","created":{"date-parts":[[2022,10,12]],"date-time":"2022-10-12T01:26:13Z","timestamp":1665537973000},"page":"68-77","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":2,"title":["Local\u2010distortional interaction in cold\u2010formed steel lipped channel beams: Experimental investigation"],"prefix":"10.1002","volume":"16","author":[{"given":"Andr\u00e9","family":"Dias Martins","sequence":"first","affiliation":[{"name":"IDMEC, Instituto Superior T\u00e9cnico Universidade de Lisboa  Av. Rovisco Pais 1 1049\u2010001 Lisboa Portugal"}]},{"given":"Dinar","family":"Camotim","sequence":"additional","affiliation":[{"name":"CERIS, DECivil, Instituto Superior T\u00e9cnico Universidade de Lisboa  Av. Rovisco Pais 1 1049\u2010001 Lisboa Portugal"}]},{"given":"Pedro","family":"Borges Dinis","sequence":"additional","affiliation":[{"name":"CERIS, DECivil, Instituto Superior T\u00e9cnico Universidade de Lisboa  Av. Rovisco Pais 1 1049\u2010001 Lisboa Portugal"}]},{"given":"Man\u2010Tai","family":"Chen","sequence":"additional","affiliation":[{"name":"State Key Laboratory of Ocean Engineering and Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Department of Civil Engineering Shanghai Jiao Tong University  Shanghai 200240 China"}]},{"given":"Ben","family":"Young","sequence":"additional","affiliation":[{"name":"Department of Civil and Environmental Engineering The Hong Kong Polytechnic University  Hong Kong China"}]}],"member":"311","published-online":{"date-parts":[[2022,10,11]]},"reference":[{"key":"e_1_2_1_2_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.jcsr.2020.106098"},{"key":"e_1_2_1_3_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2021.107494"},{"key":"e_1_2_1_4_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)ST.1943\u2010541X.0002344"},{"key":"e_1_2_1_5_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2017.06.011"},{"key":"e_1_2_1_6_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2017.05.035"},{"key":"e_1_2_1_7_1","unstructured":"AS 1397 (2011) Continuous Hot\u2010Dip Metallic Coated Steel Sheet and Strip \u2013 Coatings of Zinc and Zinc Alloyed with Aluminium and Magnesium.Sidney New South Wales:Standards Australia."},{"key":"e_1_2_1_8_1","unstructured":"ASTM\u2010E8M\u201016 (2016) Standard Test Methods for Tension Testing of Metallic Materials.West Conshohocken PA:American Society for Testing and Materials."},{"key":"e_1_2_1_9_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.jcsr.2014.01.010"},{"key":"e_1_2_1_10_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2010.01.005"},{"key":"e_1_2_1_11_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2017.04.009"}],"container-title":["Steel Construction"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/stco.202200018","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/stco.202200018","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2023,8,20]],"date-time":"2023-08-20T16:41:38Z","timestamp":1692549698000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.1002\/stco.202200018"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2022,10,11]]},"references-count":10,"journal-issue":{"issue":"2","published-print":{"date-parts":[[2023,5]]}},"alternative-id":["10.1002\/stco.202200018"],"URL":"https:\/\/doi.org\/10.1002\/stco.202200018","archive":["Portico"],"relation":{},"ISSN":["1867-0520","1867-0539"],"issn-type":[{"value":"1867-0520","type":"print"},{"value":"1867-0539","type":"electronic"}],"subject":[],"published":{"date-parts":[[2022,10,11]]},"assertion":[{"value":"2022-07-03","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2022-08-15","order":1,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2022-10-11","order":2,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}]}}