Author(s): | Gubetini, Drilon; Mensinger, Martin |
Title: | |
Abstract: | Für die Herleitung und Verifikation der Bemessungsgrundlagen für kaltgeformte, hochfeste Kran- und Gerüstbaurohre bis zu S960 liegen bisher kaum Versuchsergebnisse vor. In diesem Beitrag stellen die Autoren die Durchführung und Ergebnisse zentrischer Knickversuche an derartigen Rohren vor. Messungen von Eigenspannungen über das Sägeschnittverfahren an unverzinkten und verzinkten Rohren in S960 werden erläutert und diskutiert. Zudem werden die mittels 3D-Scan erfassten geometrischen Imperfektionen der Prüfkörper evaluiert und mit den Ansätzen der Europäischen Knicklinien verglichen. Die Verformungen der Prüfkörper in den Knickversuchen wurden dabei über digitale Bildkorrelation (DIC) erfasst. Die Effekte der Verzinkung und der Knickrichtung auf die Traglast werden hervorgehoben und erläutert. Experimental investigations on high-strength CHS for crane- and scaffolding construction So far, only a limited amount of experimental results is available for the derivation and verification of design principles for cold-formed, high-strength crane and scaffolding tubes up to S960. In this article, the authors present the conduction and results of buckling tests on centrally loaded scaffolding and crane tubes of steel grades up to S960. Measurements of residual stresses as structural imperfections using the sectioning method are discussed on ungalvanized and galvanized CHS in S960. Additionally, the geometric imperfections of the test specimens, which were captured by 3D scanning, are discussed and compared with the approaches of the European buckling curves. The deformations of the test specimens in the buckling tests were recorded using digital image correlation (DIC). The effects of galvanization and the buckling direction on the load-bearing capacity are highlighted and elucidated. |
Source: | Stahlbau 92 (2023), No. 8 |
Page/s: | 484-494 |
Language of Publication: | German |
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