{"title":"Freiformbauteile im Stahlbeton‐, Spannbeton‐ und Verbundbau: Berechnung von Querschnittswerten","authors":"","doi":"10.1002/stab.202370605","DOIUrl":"https://doi.org/10.1002/stab.202370605","url":null,"abstract":"","PeriodicalId":49479,"journal":{"name":"Stahlbau","volume":" ","pages":""},"PeriodicalIF":0.2,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48348594","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Korrosionsschutz beim neuen Schiffshebewerk Niederfinow: Farbtonbeständigkeit und KKS","authors":"","doi":"10.1002/stab.202370604","DOIUrl":"https://doi.org/10.1002/stab.202370604","url":null,"abstract":"","PeriodicalId":49479,"journal":{"name":"Stahlbau","volume":" ","pages":""},"PeriodicalIF":0.2,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45180829","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Vorschau, Imke Engelhardt, G. Telljohann, Carsten Große‐Soetebier
Stub column compression test of a cold-formed C-shaped steel-section used for the validation of a new design approach which combines the AISI S100-16 Direct Strength Method with EN 1993-1-3. Failure mode of the test specimen: distortional buckling (s. paper: Ungermann, D.; Lemański, T.; Brune, B.; pp. 78–92). Copyright: TU Dortmund Lehrstuhl Stahlbau www.ernst-und-sohn.de/en/steel-construction Zum Bild: Die Anwendung von Zuggliedern aus Carbon ist durch die außergewöhnlich gute Ermüdungssowie hohe Zugfestigkeit des Werkstoffs motiviert. Der Beitrag beschreibt realmaßstäbliche Brandversuche an mechanisch belasteten Carbonzuggliedern, die im Rahmen des Verbundforschungsvorhabens NeZuCa durchgeführt wurden (aus: Kremberg, J. et al.). Philipp Eisenbach, Klaus Bollinger, Moritz Heimrath, Jon Prengel Schnellladedach Leipzig – Schwebendes Dach auf einer computergenerierten Endlosstütze
美国自创程序技术上来说，这种测试特徵不可破译Lemań滑雪,t;Brune b;pp工作. . 78-92)版权:TU多特蒙德大学开设www.好意及你的主题钢铁厂，本文描述了联接工作的nezca在钢筋酸碱度内部进行的实际灭火试验。(参看:克里姆林宫，J.等)Philipp Eisenbach, Klaus Bollinger
{"title":"Vorschau: Stahlbau 7/23","authors":"Vorschau, Imke Engelhardt, G. Telljohann, Carsten Große‐Soetebier","doi":"10.1002/stab.202370610","DOIUrl":"https://doi.org/10.1002/stab.202370610","url":null,"abstract":"Stub column compression test of a cold-formed C-shaped steel-section used for the validation of a new design approach which combines the AISI S100-16 Direct Strength Method with EN 1993-1-3. Failure mode of the test specimen: distortional buckling (s. paper: Ungermann, D.; Lemański, T.; Brune, B.; pp. 78–92). Copyright: TU Dortmund Lehrstuhl Stahlbau www.ernst-und-sohn.de/en/steel-construction Zum Bild: Die Anwendung von Zuggliedern aus Carbon ist durch die außergewöhnlich gute Ermüdungssowie hohe Zugfestigkeit des Werkstoffs motiviert. Der Beitrag beschreibt realmaßstäbliche Brandversuche an mechanisch belasteten Carbonzuggliedern, die im Rahmen des Verbundforschungsvorhabens NeZuCa durchgeführt wurden (aus: Kremberg, J. et al.). Philipp Eisenbach, Klaus Bollinger, Moritz Heimrath, Jon Prengel Schnellladedach Leipzig – Schwebendes Dach auf einer computergenerierten Endlosstütze","PeriodicalId":49479,"journal":{"name":"Stahlbau","volume":" ","pages":""},"PeriodicalIF":0.2,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41644876","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Zum Titelbild: Heißzugversuche an Nietverbindungen aus historischem Stahl der Messehalle 12 in Leipzig zur Ermittlung der temperaturabhängigen Schertragfähigkeit (Quelle: MFPA Leipzig GmbH), s. Beitrag: Neck, M.; Reichel, S.; Thieme, M., S. 345 ff.
{"title":"Titelbild: Stahlbau 6/23","authors":"","doi":"10.1002/stab.202370601","DOIUrl":"https://doi.org/10.1002/stab.202370601","url":null,"abstract":"Zum Titelbild: Heißzugversuche an Nietverbindungen aus historischem Stahl der Messehalle 12 in Leipzig zur Ermittlung der temperaturabhängigen Schertragfähigkeit (Quelle: MFPA Leipzig GmbH), s. Beitrag: Neck, M.; Reichel, S.; Thieme, M., S. 345 ff.","PeriodicalId":49479,"journal":{"name":"Stahlbau","volume":" ","pages":""},"PeriodicalIF":0.2,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43183131","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Aktive Partner statt passive Elemente – die Zukunft von Branchensoftware im Bauwesen","authors":"Michael A. Kraus","doi":"10.1002/stab.202370603","DOIUrl":"https://doi.org/10.1002/stab.202370603","url":null,"abstract":"","PeriodicalId":49479,"journal":{"name":"Stahlbau","volume":" ","pages":""},"PeriodicalIF":0.2,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48384851","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The paper reports an experimental investigation on the behaviour and strength of cold-formed high-strength steel (G450– G500) lipped channel beams susceptible to local-distortional 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-uniform (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.
{"title":"Local‐distortional interaction in cold‐formed steel lipped channel beams: Experimental investigation","authors":"","doi":"10.1002/stab.202370607","DOIUrl":"https://doi.org/10.1002/stab.202370607","url":null,"abstract":"The paper reports an experimental investigation on the behaviour and strength of cold-formed high-strength steel (G450– G500) lipped channel beams susceptible to local-distortional 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-uniform (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.","PeriodicalId":49479,"journal":{"name":"Stahlbau","volume":" ","pages":""},"PeriodicalIF":0.2,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48816846","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Mit der Fertigstellung des neuen Schrottverladekrans am Werksgelände der Badischen Stahlwerke GmbH steht ein moderner Umschlagkran zum Schrott‐Handling zur Verfügung. Mit einer Gesamtlänge von 100 m und einer Gesamthöhe von über 30 m besticht der Kran nicht nur optisch, sondern in vielen Bereichen mit außergewöhnlichen Detaillösungen. Der patentierte runde Hauptträger ist die sichtbarste Komponente, die neue Maßstäbe setzt. Doch auch andere Teile des Stahlbaus sowie die Maschinenkomponenten sind am Stand der Technik und runden Konstruktion und Funktion ab.
{"title":"Ein moderner Kran für alten Schrott am Werksgelände der Badischen Stahlwerke GmbH (BSW)","authors":"R. Lang, Georg Klapper, T. Klien","doi":"10.1002/stab.202300023","DOIUrl":"https://doi.org/10.1002/stab.202300023","url":null,"abstract":"Mit der Fertigstellung des neuen Schrottverladekrans am Werksgelände der Badischen Stahlwerke GmbH steht ein moderner Umschlagkran zum Schrott‐Handling zur Verfügung. Mit einer Gesamtlänge von 100 m und einer Gesamthöhe von über 30 m besticht der Kran nicht nur optisch, sondern in vielen Bereichen mit außergewöhnlichen Detaillösungen. Der patentierte runde Hauptträger ist die sichtbarste Komponente, die neue Maßstäbe setzt. Doch auch andere Teile des Stahlbaus sowie die Maschinenkomponenten sind am Stand der Technik und runden Konstruktion und Funktion ab.","PeriodicalId":49479,"journal":{"name":"Stahlbau","volume":" ","pages":""},"PeriodicalIF":0.2,"publicationDate":"2023-05-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42504711","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
京公网安备 11010802042870号
京ICP备2023020795号-1
扫码关注我们
求助内容：
应助结果提醒方式：