3D Finite Element Modeling of Single Bolt Connections under Static and Dynamic Tension Loading
Joint Authors
Guzas, Emily
Behan, Kevin
Davis, John
Source
Issue
Vol. 2015, Issue 2015 (31 Dec. 2015), pp.1-12, 12 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2015-02-22
Country of Publication
Egypt
No. of Pages
12
Main Subjects
Abstract EN
The Naval Undersea Warfare Center has funded research to examine a range of finite element approaches used for modeling bolted connections subjected to various loading conditions.
Research focused on developing finite element bolt representations that were accurate and computationally efficient.
A variety of finite element modeling approaches, from detailed models to simplified ones, were used to represent the behavior of single solid bolts under static and dynamic tension loading.
Test cases utilized models of bolted connection test arrangements (static tension and dynamic tension) developed for previous research and validated against test data for hollow bore bolts (Behan et al., 2013).
Simulation results for solid bolts are validated against experimental data from physical testing of bolts in these load configurations.
American Psychological Association (APA)
Guzas, Emily& Behan, Kevin& Davis, John. 2015. 3D Finite Element Modeling of Single Bolt Connections under Static and Dynamic Tension Loading. Shock and Vibration،Vol. 2015, no. 2015, pp.1-12.
https://search.emarefa.net/detail/BIM-1078011
Modern Language Association (MLA)
Guzas, Emily…[et al.]. 3D Finite Element Modeling of Single Bolt Connections under Static and Dynamic Tension Loading. Shock and Vibration No. 2015 (2015), pp.1-12.
https://search.emarefa.net/detail/BIM-1078011
American Medical Association (AMA)
Guzas, Emily& Behan, Kevin& Davis, John. 3D Finite Element Modeling of Single Bolt Connections under Static and Dynamic Tension Loading. Shock and Vibration. 2015. Vol. 2015, no. 2015, pp.1-12.
https://search.emarefa.net/detail/BIM-1078011
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1078011