Details
| Titel in Übersetzung | FE-modelling of connections with bolts in tension |
|---|---|
| Originalsprache | Deutsch |
| Seiten (von - bis) | 73-84 |
| Seitenumfang | 12 |
| Fachzeitschrift | STAHLBAU |
| Jahrgang | 70 |
| Ausgabenummer | 2 |
| Publikationsstatus | Veröffentlicht - 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.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Ingenieurwesen (insg.)
- Maschinenbau
- Werkstoffwissenschaften (insg.)
- Metalle und Legierungen
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in: STAHLBAU, Jahrgang 70, Nr. 2, 28.03.2013, S. 73-84.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Zur FE-modellierung von zugbeanspruchten schrauben-verbindungen
AU - Schaumann, P.
AU - Kleineidam, P.
AU - Seidel, M.
PY - 2013/3/28
Y1 - 2013/3/28
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=0035248760&partnerID=8YFLogxK
U2 - 10.1002/stab.200100330
DO - 10.1002/stab.200100330
M3 - Artikel
AN - SCOPUS:0035248760
VL - 70
SP - 73
EP - 84
JO - STAHLBAU
JF - STAHLBAU
SN - 0038-9145
IS - 2
ER -