Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
(Visualizza in formato marc)
(Visualizza in BIBFRAME)
| Autore: |
Reinke Thomas
|
| Titolo: |
Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
|
| Pubblicazione: | KIT Scientific Publishing, 2015 |
| Descrizione fisica: | 1 online resource (getr. Zählung p.) |
| Soggetto topico: | Technology: general issues |
| Soggetto non controllato: | plate buckling |
| Plattenbeulen | |
| polygonal | |
| Schalenbeulensteel pole | |
| shell buckling | |
| Stabilität | |
| stability | |
| Stahlmast | |
| Sommario/riassunto: | This work deals with the bending moment capacity of thin-walled steel poles with polygonal sections. Based on experimental and numerical investigations the bearing behavior of steel poles in bending with polygonal sections with an arbitrary number of corners up to the transition from a polygonal section to a round section is presented. Thereby the bearing behavior as a shell and the influence of imperfections are considered. |
| Titolo autorizzato: | Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten |
| ISBN: | 1000047608 |
| Formato: | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione: | Tedesco |
| Record Nr.: | 9910346779503321 |
| Lo trovi qui: | Univ. Federico II |
| Opac: | Controlla la disponibilità qui |