Experimental and numerical study of structural damping in a beam with bolted splice connection. (May 2023)
- Record Type:
- Journal Article
- Title:
- Experimental and numerical study of structural damping in a beam with bolted splice connection. (May 2023)
- Main Title:
- Experimental and numerical study of structural damping in a beam with bolted splice connection
- Authors:
- Mijatović, O.
Borković, A.
Guzijan-Dilber, M.
Mišković, Z.
Salatić, R.
Mandić, R.
Golubović-Bugarski, V. - Abstract:
- Abstract: The objective of this research is to develop a numerical model of one widely used bolted beam splice connection that dissipates energy through structural damping. The reference experimental setup is carefully designed to obtain the highly nonlinear dynamic response due to the suddenly released load. The fact that the monolithic beam with welded connection has a linear response is utilized for the initial calibration of the numerical and experimental models. Then, the numerical model of bolted beam splice connection is verified and adopted through an iterative process. The influences of time and spatial integration, bolt load application, element type, contact formulation, bulk viscosity, and mass scaling are discussed. A special attention is given to the load application and load release functions. After the verification, the Abaqus/Explicit numerical model is validated through the comparison with experimental data, where an appropriate friction coefficient is adopted. It is demonstrated that the nonlinear structural damping occurs due to the complex micro slip behavior at the contact interface. Highlights: A typical bolted beam splice connection is analyzed experimentally and numerically. The experimentally obtained dynamic response is highly nonlinear. The Abaqus/Explicit numerical model is carefully calibrated and verified. The adopted numerical model is validated via comparison with the experimental one. Structural damping is a nonlinear phenomenon caused byAbstract: The objective of this research is to develop a numerical model of one widely used bolted beam splice connection that dissipates energy through structural damping. The reference experimental setup is carefully designed to obtain the highly nonlinear dynamic response due to the suddenly released load. The fact that the monolithic beam with welded connection has a linear response is utilized for the initial calibration of the numerical and experimental models. Then, the numerical model of bolted beam splice connection is verified and adopted through an iterative process. The influences of time and spatial integration, bolt load application, element type, contact formulation, bulk viscosity, and mass scaling are discussed. A special attention is given to the load application and load release functions. After the verification, the Abaqus/Explicit numerical model is validated through the comparison with experimental data, where an appropriate friction coefficient is adopted. It is demonstrated that the nonlinear structural damping occurs due to the complex micro slip behavior at the contact interface. Highlights: A typical bolted beam splice connection is analyzed experimentally and numerically. The experimentally obtained dynamic response is highly nonlinear. The Abaqus/Explicit numerical model is carefully calibrated and verified. The adopted numerical model is validated via comparison with the experimental one. Structural damping is a nonlinear phenomenon caused by micro-slipping. … (more)
- Is Part Of:
- Thin-walled structures. Volume 186(2023)
- Journal:
- Thin-walled structures
- Issue:
- Volume 186(2023)
- Issue Display:
- Volume 186, Issue 2023 (2023)
- Year:
- 2023
- Volume:
- 186
- Issue:
- 2023
- Issue Sort Value:
- 2023-0186-2023-0000
- Page Start:
- Page End:
- Publication Date:
- 2023-05
- Subjects:
- Bolted beam splice connection -- Nonlinear dynamic analysis -- Structural damping -- Frictional contact
Thin-walled structures -- Periodicals
690.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02638231 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.tws.2023.110661 ↗
- Languages:
- English
- ISSNs:
- 0263-8231
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8820.121000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 26905.xml