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Autoren:
Toffolon, Andrea 
Dokumenttyp:
Dissertation / Thesis 
Titel:
Generalised slenderness-based resistance method for the strength prediction of hollow sections 
Betreuer:
Taras, Andreas, Univ.-Prof. Dr. techn. 
Gutachter:
Taras, Andreas, Univ.-Prof. Dr. techn.; Knobloch, Markus, Univ.-Prof. Dr.-Ing.; Spannaus, Max, Univ.-Prof. Dr.-Ing. 
Tag der mündlichen Prüfung:
09.07.2021 
Publikationsdatum:
15.11.2021 
Jahr:
2021 
Seiten (Monografie):
206 
Sprache:
Englisch 
Schlagwörter:
Baustahl ; Hohlprofil ; Knickfestigkeit ; CAM ; Maschinelles Lernen ; Hochschulschrift 
Stichwörter:
local buckling; overall buckling resistance; hollow sections; GSRM; high-strength-steel; slenderness-based design; custom-shaped sections; Eurocodes; Machine learning 
Abstract:
Recent construction practice has seen a rise in the use of structural hollow sections, due to their appealing aesthetics as well as an increased awareness for the advantages in terms of strength and stiffness of this type of section. At the same time, in order to meet increasing demands for more effcient and economic construction typologies and methods, the European steel industry, and particularly the producers of structural hollow sections, are aiming for a reduction of weight through the use...    »
 
DDC-Notation:
721.04471 
Fakultät:
Fakultät für Bauingenieurwesen und Umweltwissenschaften 
Institut:
BAU 4 - Institut für Konstruktiven Ingenieurbau 
Professur:
Taras, Andreas 
Open Access ja oder nein?:
Ja / Yes