Experimental study on impact behaviors of rubber shock absorbers. (10th June 2018)
- Record Type:
- Journal Article
- Title:
- Experimental study on impact behaviors of rubber shock absorbers. (10th June 2018)
- Main Title:
- Experimental study on impact behaviors of rubber shock absorbers
- Authors:
- Long, Xiao-Hong
Ma, Yong-Tao
Yue, Rong
Fan, Jian - Abstract:
- Highlights: Some factors are investigated on force-displacement of rubber shock absorbers (RSAs). Maximum impact force decreases to a limit value as the shape factor reciprocal (1/S) increases. RSAs still have some residual deformation after the pendulum rebounds. Different material and shape show influence on the maximum impact force for N-RSA and HD-RSA. Abstract: In the seismic design of continuous girder bridges, rubber shock absorbers set between the girders and between the girders and the abutments could reduce the magnitude of impact behaviors and mitigate the damage incurred by structural collisions effectively. However, in practice, rubber shock absorbers are only considered as a construction measure, and the current research on the impact mechanical properties of rubber shock absorbers is very limited. In this paper, two types of rubber shock absorbers: natural rubber shock absorbers (N-RSA) and high-damping rubber shock absorbers (HD-RSA) were selected for study. Shape factor, volume, and shape (square vs round shapes) were proposed as controlling variables for the design of multiple sets of rubber shock absorbers. We also studied the impact of various factors on the force-displacement of rubber shock absorbers under the application of static loading. Using self-designed pendulum impact equipment, this research investigated the impact of pendulum impact velocity, the shape factor, volume, and shape of the rubber shock absorber on the force-displacement of theHighlights: Some factors are investigated on force-displacement of rubber shock absorbers (RSAs). Maximum impact force decreases to a limit value as the shape factor reciprocal (1/S) increases. RSAs still have some residual deformation after the pendulum rebounds. Different material and shape show influence on the maximum impact force for N-RSA and HD-RSA. Abstract: In the seismic design of continuous girder bridges, rubber shock absorbers set between the girders and between the girders and the abutments could reduce the magnitude of impact behaviors and mitigate the damage incurred by structural collisions effectively. However, in practice, rubber shock absorbers are only considered as a construction measure, and the current research on the impact mechanical properties of rubber shock absorbers is very limited. In this paper, two types of rubber shock absorbers: natural rubber shock absorbers (N-RSA) and high-damping rubber shock absorbers (HD-RSA) were selected for study. Shape factor, volume, and shape (square vs round shapes) were proposed as controlling variables for the design of multiple sets of rubber shock absorbers. We also studied the impact of various factors on the force-displacement of rubber shock absorbers under the application of static loading. Using self-designed pendulum impact equipment, this research investigated the impact of pendulum impact velocity, the shape factor, volume, and shape of the rubber shock absorber on the force-displacement of the shock absorber. The results of this work may provide reference for the establishment of a nonlinear impacting mechanical model of a rubber shock absorber and the seismic design and analysis of bridge structure. … (more)
- Is Part Of:
- Construction & building materials. Volume 173(2018)
- Journal:
- Construction & building materials
- Issue:
- Volume 173(2018)
- Issue Display:
- Volume 173, Issue 2018 (2018)
- Year:
- 2018
- Volume:
- 173
- Issue:
- 2018
- Issue Sort Value:
- 2018-0173-2018-0000
- Page Start:
- 718
- Page End:
- 729
- Publication Date:
- 2018-06-10
- Subjects:
- Impact -- Rubber shock absorbers -- Experiment study -- Pendulum impact equipment -- Shape factor
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2018.04.077 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
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