Zur FE-modellierung von zugbeanspruchten schrauben-verbindungen

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autorschaft

  • P. Schaumann
  • P. Kleineidam
  • M. Seidel

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Details

Titel in ÜbersetzungFE-modelling of connections with bolts in tension
OriginalspracheDeutsch
Seiten (von - bis)73-84
Seitenumfang12
FachzeitschriftSTAHLBAU
Jahrgang70
Ausgabenummer2
PublikationsstatusVeröffentlicht - 28 März 2013

Abstract

Using FE-calculations of flanged joints as an example, different possibilities for the modelling of bolts divided into classes depending on the exactness of the geometric map and the density of the FE-mesh are presented. Comparisons of FE-calculations with the results of experiments show that good results for the forces, moments and elongation of the bolts can be obtained with relatively small modelling effort. Furthermore, the influence of the limited ductility of high strength bolts on the calculation of the ultimate load of flanged joints is investigated.

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Zur FE-modellierung von zugbeanspruchten schrauben-verbindungen. / Schaumann, P.; Kleineidam, P.; Seidel, M.
in: STAHLBAU, Jahrgang 70, Nr. 2, 28.03.2013, S. 73-84.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Schaumann, P, Kleineidam, P & Seidel, M 2013, 'Zur FE-modellierung von zugbeanspruchten schrauben-verbindungen', STAHLBAU, Jg. 70, Nr. 2, S. 73-84. https://doi.org/10.1002/stab.200100330
Schaumann P, Kleineidam P, Seidel M. Zur FE-modellierung von zugbeanspruchten schrauben-verbindungen. STAHLBAU. 2013 Mär 28;70(2):73-84. doi: 10.1002/stab.200100330
Schaumann, P. ; Kleineidam, P. ; Seidel, M. / Zur FE-modellierung von zugbeanspruchten schrauben-verbindungen. in: STAHLBAU. 2013 ; Jahrgang 70, Nr. 2. S. 73-84.
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