{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2023,9,4]],"date-time":"2023-09-04T08:12:17Z","timestamp":1693815137742},"reference-count":20,"publisher":"Wiley","issue":"2","license":[{"start":{"date-parts":[[2020,4,16]],"date-time":"2020-04-16T00:00:00Z","timestamp":1586995200000},"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":[[2020,5]]},"abstract":"<jats:title>Abstract<\/jats:title><jats:p>Professor Eduardo de Arantes e Oliveira Award at XII Conference on Steel and Composite Construction in Coimbra 2019<\/jats:p><jats:p>The simplified formula for the web slenderness limit given in EN 1993\u20101\u20105 to prevent flange\u2010induced buckling does not usually govern the web design other than for very slender class 4 plate girder webs in steel grades S235 to S355. However, the same formula applied to plate girders designed in S690 high\u2010strength steel (HSS) gives lower slenderness limits likely to govern web design and restrains the possibilities for reducing their thickness in order to profit from the high steel resistance. This paper reviews the background to the simplified formula currently used and compares the web slenderness limits obtained with numerical results from a full non\u2010linear analysis of slender high\u2010strength steel girders.<\/jats:p>","DOI":"10.1002\/stco.202000015","type":"journal-article","created":{"date-parts":[[2020,4,16]],"date-time":"2020-04-16T10:06:41Z","timestamp":1587031601000},"page":"84-91","update-policy":"http:\/\/dx.doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":1,"title":["Web buckling of high\u2010strength steel plate girders induced by bending curvature"],"prefix":"10.1002","volume":"13","author":[{"given":"S\u00e9rgio Marcelo","family":"de Deus Nascimento","sequence":"first","affiliation":[{"name":"Instituto Superior T\u00e9cnico \u2013 University of Lisbon CERIS, Civil Engineering Research &amp; Innovation for Sustainability  Avenida Rovisco Pais 1 1049\u2010001 Lisbon Portugal"}]},{"given":"Jos\u00e9 J. Oliveira","family":"Pedro","sequence":"additional","affiliation":[{"name":"Instituto Superior T\u00e9cnico \u2013 University of Lisbon CERIS, Civil Engineering Research &amp; Innovation for Sustainability  Avenida Rovisco Pais 1 1049\u2010001 Lisbon Portugal"}]},{"given":"Andr\u00e9 Filipe Biscaya Semedo Pereira","family":"da Gra\u00e7a","sequence":"additional","affiliation":[{"name":"Instituto Superior T\u00e9cnico \u2013 University of Lisbon CERIS, Civil Engineering Research &amp; Innovation for Sustainability  Avenida Rovisco Pais 1 1049\u2010001 Lisbon Portugal"}]}],"member":"311","published-online":{"date-parts":[[2020,4,16]]},"reference":[{"key":"e_1_2_1_2_1","unstructured":"Reis A.;Oliveira Pedro J.;Baptista C.;Virtuoso F.;Vieira C.(2018)Optimal use of High\u2010strength Steel grades within bridge OPTIBRI. Report on Design C. European Commission Research Programme of Research Fund for Coal & Steel Grand agreement No. RFSR\u2010CT\u20102014\u201000026.Lisbon."},{"key":"e_1_2_1_3_1","doi-asserted-by":"publisher","DOI":"10.1002\/stab.201810615"},{"key":"e_1_2_1_4_1","unstructured":"Sinur F.(2011)Behaviour of longitudinally stiffened plated girders subjected to bending\u2013shear interaction [PhD dissertation] Faculty of Civil & Geodetic Engineering University of Ljubljana Slovenia."},{"key":"e_1_2_1_5_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2012.03.024"},{"key":"e_1_2_1_6_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2015.01.014"},{"key":"e_1_2_1_7_1","unstructured":"EN 1993\u20101\u20105 (2006) Eurocode 3: Design of steel structures \u2013 Part 1\u20105: Plated structural elements CEN Brussels."},{"key":"e_1_2_1_8_1","unstructured":"Basler K.(1959)Strength of plate girders [PhD dissertation] Lehigh University Bethlehem USA."},{"key":"e_1_2_1_9_1","unstructured":"Basler K.;Th\u00fcrlimann B.(1961)Strength of plate girders in bending. Fritz Engineering Laboratory Reports No. 251\u201019 Lehigh University Bethlehem USA."},{"key":"e_1_2_1_10_1","unstructured":"Zizza A.(2016)Buckling Behaviour of Unstiffened and Stiffened Steel Plates under Multiaxial Stress States [PhD dissertation] University of Stuttgart."},{"key":"e_1_2_1_11_1","doi-asserted-by":"publisher","DOI":"10.1002\/stab.201710537"},{"key":"e_1_2_1_12_1","unstructured":"NA+A1to BS\u2010EN 1993\u20101\u20105:2006 (2016) UK National Annex to Eurocode 3: Design of steel structures \u2013 Part 1\u20105: Plated structural elements.London:BSI."},{"key":"e_1_2_1_13_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.jcsr.2012.03.025"},{"key":"e_1_2_1_14_1","doi-asserted-by":"publisher","DOI":"10.1680\/dgte3.31609"},{"key":"e_1_2_1_15_1","unstructured":"Abspoel R.(2015)Optimisation of plate girders [PhD dissertation] University of Delft Netherlands."},{"key":"e_1_2_1_16_1","doi-asserted-by":"publisher","DOI":"10.1002\/stco.201410018"},{"key":"e_1_2_1_17_1","unstructured":"Basler K.;Yen B.;Mueller J.;Th\u00fcrlimann B.(1960)Web buckling test on welded plate girders. Overall introduction and Part 1: The test girders. Fritz Engineering Laboratory Reports No. 251\u201011 Lehigh University Bethlehem USA."},{"key":"e_1_2_1_18_1","unstructured":"ABAQUS 2018 documentation.Dassault Syst\u00e8mes Simulia Corp 2018."},{"key":"e_1_2_1_19_1","unstructured":"Basler K.;Yen B.;Mueller J.;Th\u00fcrlimann B.(1960)Web buckling test on welded plate girders. Part 2: Test on plate girders subjected to bending. Fritz Engineering Laboratory Reports No. 251\u201012 Lehigh University Bethlehem USA."},{"key":"e_1_2_1_20_1","unstructured":"Wang J.(2016)Behaviour and design of high\u2010strength steel structures [PhD dissertation] Imperial College London."},{"key":"e_1_2_1_21_1","unstructured":"EN 1993\u20101\u201012 (2017) Eurocode 3: Design of steel structures \u2013 Part 1\u201012: Additional rules for the extension of EN 1993 up to steel grades S700 CEN Brussels."}],"container-title":["Steel Construction"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.wiley.com\/onlinelibrary\/tdm\/v1\/articles\/10.1002%2Fstco.202000015","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/stco.202000015","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/stco.202000015","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2023,9,3]],"date-time":"2023-09-03T11:26:35Z","timestamp":1693740395000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.1002\/stco.202000015"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2020,4,16]]},"references-count":20,"journal-issue":{"issue":"2","published-print":{"date-parts":[[2020,5]]}},"alternative-id":["10.1002\/stco.202000015"],"URL":"https:\/\/doi.org\/10.1002\/stco.202000015","archive":["Portico"],"relation":{},"ISSN":["1867-0520","1867-0539"],"issn-type":[{"value":"1867-0520","type":"print"},{"value":"1867-0539","type":"electronic"}],"subject":[],"published":{"date-parts":[[2020,4,16]]},"assertion":[{"value":"2020-02-15","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2020-03-19","order":1,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2020-04-16","order":2,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}]}}