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Significance of the deformation capacity of bolts for the performance of bearing-type lap connections
ID
Može, Primož
(
Author
),
ID
Ogrin, Anita
(
Author
),
ID
Zoubek, Sara
(
Author
)
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MD5: 2C087879C7DCB8A01EFC3A8001DE602C
URL - Source URL, Visit
https://onlinelibrary.wiley.com/doi/10.1002/cepa.70166
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Abstract
The study investigates the significance of the deformation capacity of bolts in bolted bearing lap connections, focussing on connections with aligned and misaligned bolt holes. The investigation includes a series of tests on S960 steel lap connections with M12 and M16 bolts of different bolt classes to evaluate the effects of misalignment of bolt holes and the ability of the bolts to redistribute forces. The test results of connections with aligned bolt holes show that the deformation capacity of the bolts was sufficient to equalise the bolt forces. However, the test results of connections with misaligned bolt holes indicate a potential reliability issue in the design of lap bolt connections where the ductility condition is not met, especially for high-strength bolt classes, e.g. 10.9. The connections were characterised by premature failure of the bolt(s) as the deformation capacity of the bolt was used to overcome the misalignment of the bolt holes. These conclusions can be transferred to connections with lower steel grades, such as S235.
Language:
English
Keywords:
bolted connections
,
bolts
,
high strength steel
,
deformation capacity
,
bearing
Work type:
Article
Typology:
1.08 - Published Scientific Conference Contribution
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Version of Record
Year:
2025
Number of pages:
Str. 899-905
Numbering:
Vol. 8, no. 6
PID:
20.500.12556/RUL-178375
UDC:
624.014.2.078.4:621.882
ISSN on article:
2509-7075
DOI:
10.1002/cepa.70166
COBISS.SI-ID:
265888515
Publication date in RUL:
26.01.2026
Views:
306
Downloads:
161
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Record is a part of a proceedings
Title:
SDSS 2025
COBISS.SI-ID:
265872387
Record is a part of a journal
Title:
ce/papers
Publisher:
Wiley
ISSN:
2509-7075
COBISS.SI-ID:
8145761
Licences
License:
CC BY 4.0, Creative Commons Attribution 4.0 International
Link:
http://creativecommons.org/licenses/by/4.0/
Description:
This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.
Secondary language
Language:
Slovenian
Keywords:
vijačeni spoji
,
vijaki
,
jekla visoke trdnosti
,
deformacijska kapaciteta
,
bočni pritisk
Projects
Funder:
ARIS - Slovenian Research and Innovation Agency
Project number:
N2-0315
Name:
Zahteve duktilnosti in nosilnosti za vezne pločevine in vijake v strižnih spojih iz običajnih jekel in jekel visoke trdnosti
Funder:
ARIS - Slovenian Research and Innovation Agency
Project number:
P2-0158
Name:
Gradbene konstrukcije in gradbena fizika
Funder:
GAČR - Czech Science Foundation
Project number:
23-06961K
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