Tragverhalten von Scher-Lochleibungsverbindungen mit dem Beginn des Gewindes in der Nähe der Scherfuge
| Author(s): |
R. Friede
J. Lange T. Nicolay |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Stahlbau, December 2010, n. 12, v. 79 |
| Page(s): | 901-907 |
| DOI: | 10.1002/stab.201001366 |
| Abstract: |
Shear bearing of bolted connections with the beginning of the thread near the shear plane.In bolted connections the shear load is calculated with the cross section of the bolt. It is important whether the shank or the thread is in the shear plane. In the new code for bolts DIN EN 14399-4 the dimension of the bolts are modified. Compared to the previous code, the DIN 6914, in many situations the thread is closer to the shear plane or even in the shear plane. In the current standards there is no requirement about how long the shank has to protrude into the shear plane. Tests were performed to assess the ultimate load of bolts in shear connections with different positions of the shear plane. In the paper the differences of the codes DIN 6914 and DIN EN 14399-4 are shown and the results of the tests are presented. |
| Keywords: |
anchoring depth shank bolt geometry shank section transition zone shear test length
|
| Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10063923 - Published on:
22/12/2010 - Last updated on:
13/08/2014
Structurae cooperates with
