{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,14]],"date-time":"2026-01-14T20:30:38Z","timestamp":1768422638773,"version":"3.49.0"},"reference-count":11,"publisher":"Wiley","issue":"6","license":[{"start":{"date-parts":[[2018,6,11]],"date-time":"2018-06-11T00:00:00Z","timestamp":1528675200000},"content-version":"vor","delay-in-days":10,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Stahlbau"],"published-print":{"date-parts":[[2018,6]]},"abstract":"<jats:title>Abstract<\/jats:title><jats:p><jats:bold>Hochfester Stahl S690 f\u00fcr Autobahnbr\u00fccken \u2013 Allgemeine Hinweise f\u00fcr die Bemessung und Konstruktion.<\/jats:bold> Die Verwendung von hochfestem Stahl (HFS) S690 f\u00fcr Autobahnbr\u00fccken ist noch nicht weit verbreitet. Ein Forschungsprogramm hat die optimale Verwendung von HFS f\u00fcr Br\u00fccken untersucht. F\u00fcr eine 21,5 m breite Autobahnbr\u00fccke mit einer typischen inneren St\u00fctzweite von 80 m und einem Stahlbeton\u00fcberbau mit zwei Plattentr\u00e4gern wurde ein Konstruktionsvergleich nach Eurocode erstellt. Es wurden drei Entw\u00fcrfe erstellt: Ausf\u00fchrung (A) mit Stahlsorte S355 NL, Ausf\u00fchrung (B) mit HFS S690 QL\/QL1 und Ausf\u00fchrung (C), ebenfalls mit HFS S690 und Untersuchung verschiedener Gestaltungsm\u00f6glichkeiten durch Schwei\u00dfnahtbehandlung zur Reduzierung von Erm\u00fcdungserscheinungen und m\u00f6gliches \u00dcbertreffen der aktuellen Eurocode\u2010Vorgaben. Allgemeine Richtlinien f\u00fcr die Bemessung und Konstruktion von Autobahnbr\u00fccken mit HFS S690 sind enthalten.<\/jats:p>","DOI":"10.1002\/stab.201810615","type":"journal-article","created":{"date-parts":[[2018,6,11]],"date-time":"2018-06-11T16:47:35Z","timestamp":1528735655000},"page":"555-564","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":23,"title":["High Strength Steel S690 in highway bridges"],"prefix":"10.1002","volume":"87","author":[{"given":"Jos\u00e9 J. Oliveira","family":"Pedro","sequence":"first","affiliation":[{"name":"University of Lisbon"}]},{"given":"Ant\u00f3nio J.","family":"Reis","sequence":"additional","affiliation":[{"name":"GRID International, Consulting Engineers \u2013 Lisbon"}]},{"given":"Cl\u00e1udio","family":"Baptista","sequence":"additional","affiliation":[{"name":"GRID International, Consulting Engineers \u2013 Lisbon"}]}],"member":"311","published-online":{"date-parts":[[2018,6,11]]},"reference":[{"key":"e_1_2_1_2_1","unstructured":"Habraken A.et al.:OPTIBRI \u2013 Optimal use of High Strength Steel grades within bridge. Final Report of the RFCS research project BrusselsMarch2018."},{"key":"e_1_2_1_3_1","volume-title":"Design of Plated Structures. 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