Clamping force loss of high-strength bolts as a result of bolt head corrosion damage: Experimental research A
- Authors
- Ahn, Jin-Hee; Lee, Jae Min; Cheung, Jin-Hwan; Kim, In-Tae
- Issue Date
- Jan-2016
- Publisher
- PERGAMON-ELSEVIER SCIENCE LTD
- Keywords
- High-strength bolt; Clamping force; Corrosion; Sectional damage
- Citation
- ENGINEERING FAILURE ANALYSIS, v.59, pp 509 - 525
- Pages
- 17
- Indexed
- SCIE
SCOPUS
- Journal Title
- ENGINEERING FAILURE ANALYSIS
- Volume
- 59
- Start Page
- 509
- End Page
- 525
- URI
- https://scholarworks.gnu.ac.kr/handle/sw.gnu/15732
- DOI
- 10.1016/j.engfailanal.2015.08.037
- ISSN
- 1350-6307
1873-1961
- Abstract
- In this study, the change in the clamping force of a high-strength bolt connection was quantitatively examined as a result of sectional damage of bolt head. High-strength bolt connection specimens were prepared, and the bolt heads were artificially damaged by handheld cutting tools. During the connection of the high-strength bolts and introduction of the sectional corrosion to the bolt heads, the change in the strain on the bolts was examined on the basis of the cutting depth of the handheld cutting tool and level of sectional damage of the bolt heads. Clamping forces of the bolts were shown to be affected by the cut depth of the handheld cutting tool. For larger sectional damage cases, greater reductions of the clamping force and greater variation in the strain reduction of the bolt were found. From the relationship between the clamping force loss and the corrosion damage of the bolt head, clamping force loss equations were suggested on the basis of the volume loss of the bolt head, diameter of the bolt head, and equivalent bolt diameter to estimate the re-clamping period or to determine when to exchange bolts for the maintenance work on steel structures. (C) 2015 Elsevier Ltd. All rights reserved.
- Files in This Item
- There are no files associated with this item.
- Appears in
Collections - 건설환경공과대학 > 건설시스템공학과 > Journal Articles

Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.