Roll-out instability of small size fiber-reinforced elastomeric isolators in unbonded applications. (1st November 2015)
- Record Type:
- Journal Article
- Title:
- Roll-out instability of small size fiber-reinforced elastomeric isolators in unbonded applications. (1st November 2015)
- Main Title:
- Roll-out instability of small size fiber-reinforced elastomeric isolators in unbonded applications
- Authors:
- Pauletta, Margherita
Cortesia, Andrea
Russo, Gaetano - Abstract:
- Highlights: Fiber-reinforced isolators perform roll-over deformation under lateral loads. Roll-over is stable if moment of vertical forces is higher than moment of horizontal forces. If this condition is not verified, the isolator experiences roll-out instability. Tests show that roll-out is governed by vertical compression and specimen aspect ratio. Proposed model for roll-out takes instantaneous horizontal stiffness into account. Abstract: Unbonded fiber-reinforced elastomeric isolators, due to their light weight, low cost and easy installation, are viable devices for seismic mitigation purposes, both for housing and building applications in highly seismic areas, even in the developing world. Important aspects of these isolators are that they do not have thick base plates, they are not bonded to the top and bottom structure, and their reinforcements are flexible. These features allow fiber-reinforced isolators to experience roll-over deformation under lateral loads. Roll-over deformation is stable, if the stabilizing moment due to vertical forces is higher than the overturning moment due to horizontal forces; however, if this condition is not verified, the isolator experiences a "roll-out instability." This paper proposes a model for prediction of roll-out instability based on the applied forces equilibrium condition and on the assumption that a triangular distribution for the compressive stresses acts on the isolator. The model is developed considering that the isolatorHighlights: Fiber-reinforced isolators perform roll-over deformation under lateral loads. Roll-over is stable if moment of vertical forces is higher than moment of horizontal forces. If this condition is not verified, the isolator experiences roll-out instability. Tests show that roll-out is governed by vertical compression and specimen aspect ratio. Proposed model for roll-out takes instantaneous horizontal stiffness into account. Abstract: Unbonded fiber-reinforced elastomeric isolators, due to their light weight, low cost and easy installation, are viable devices for seismic mitigation purposes, both for housing and building applications in highly seismic areas, even in the developing world. Important aspects of these isolators are that they do not have thick base plates, they are not bonded to the top and bottom structure, and their reinforcements are flexible. These features allow fiber-reinforced isolators to experience roll-over deformation under lateral loads. Roll-over deformation is stable, if the stabilizing moment due to vertical forces is higher than the overturning moment due to horizontal forces; however, if this condition is not verified, the isolator experiences a "roll-out instability." This paper proposes a model for prediction of roll-out instability based on the applied forces equilibrium condition and on the assumption that a triangular distribution for the compressive stresses acts on the isolator. The model is developed considering that the isolator contact area varies with the applied displacement, and consequently the compressive stresses vary. An expression for the isolator instantaneous stiffness is proposed. Results are presented for roll-out tests performed on fiber-reinforced isolators that have varied aspect ratios and are subjected to different compression levels. A comparison is made between the measured displacement at roll-out and the results obtained from the aforementioned model. The comparison proves that the model accurately and reliably predicts roll-out displacement of elastomeric isolators subjected to horizontal and vertical forces. … (more)
- Is Part Of:
- Engineering structures. Volume 102(2015:Nov. 01)
- Journal:
- Engineering structures
- Issue:
- Volume 102(2015:Nov. 01)
- Issue Display:
- Volume 102 (2015)
- Year:
- 2015
- Volume:
- 102
- Issue Sort Value:
- 2015-0102-0000-0000
- Page Start:
- 358
- Page End:
- 368
- Publication Date:
- 2015-11-01
- Subjects:
- Carbon fiber-reinforced elastomeric isolator -- Unbonded application -- Roll-out instability -- Compressive stress -- Aspect ratio -- Instantaneous horizontal stiffness -- Experimental test
Structural engineering -- Periodicals
Structural analysis (Engineering) -- Periodicals
Construction, Technique de la -- Périodiques
Génie parasismique -- Périodiques
Pression du vent -- Périodiques
Earthquake engineering
Structural engineering
Wind-pressure
Periodicals
624.105 - Journal URLs:
- http://www.sciencedirect.com/science/journal/01410296 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.engstruct.2015.08.019 ↗
- Languages:
- English
- ISSNs:
- 0141-0296
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3770.032000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 8788.xml