Biaxial shear behaviour of HDNR with Mullins effect and deformation-induced anisotropy. (1st January 2018)
- Record Type:
- Journal Article
- Title:
- Biaxial shear behaviour of HDNR with Mullins effect and deformation-induced anisotropy. (1st January 2018)
- Main Title:
- Biaxial shear behaviour of HDNR with Mullins effect and deformation-induced anisotropy
- Authors:
- Ragni, Laura
Tubaldi, Enrico
Dall'Asta, Andrea
Ahmadi, Hamid
Muhr, Alan - Abstract:
- Highlights: The coupled bi-axial shear behaviour of a virgin HDNR is experimentally investigated. The deformation-induced anisotropy due to the Mullins effect is highlighted. A two-dimensional model for the biaxial anisotropic response is proposed. The ability of the model to simulate the transient and stable response is shown. Abstract: High damping natural rubber (HDNR) bearings, commonly employed to isolate structures, are subjected to biaxial horizontal deformations by the seismic motion. If they have virgin material properties, biaxial models including the stress softening due to the Mullins effect should be used for describing their force–deformation behaviour. Specific studies oriented at characterizing and modelling the biaxial behaviour of HDNR bearings accounting for the stress-softening are very few in number because they would require a large number of virgin isolators or long times of rest between two consecutive tests. Moreover, available studies consider the Mullins effect as an isotropic phenomenon, whereas experimental investigations have shown that it is direction-dependent and thus induces anisotropy of the rubber behaviour. This paper describes an extensive experimental campaign carried out on a large number of small material test pieces aimed at achieving a satisfactory characterization of the biaxial anisotropic response of a highly dissipative rubber compound. These results are then used to develop a two-dimensional constitutive model for the virginHighlights: The coupled bi-axial shear behaviour of a virgin HDNR is experimentally investigated. The deformation-induced anisotropy due to the Mullins effect is highlighted. A two-dimensional model for the biaxial anisotropic response is proposed. The ability of the model to simulate the transient and stable response is shown. Abstract: High damping natural rubber (HDNR) bearings, commonly employed to isolate structures, are subjected to biaxial horizontal deformations by the seismic motion. If they have virgin material properties, biaxial models including the stress softening due to the Mullins effect should be used for describing their force–deformation behaviour. Specific studies oriented at characterizing and modelling the biaxial behaviour of HDNR bearings accounting for the stress-softening are very few in number because they would require a large number of virgin isolators or long times of rest between two consecutive tests. Moreover, available studies consider the Mullins effect as an isotropic phenomenon, whereas experimental investigations have shown that it is direction-dependent and thus induces anisotropy of the rubber behaviour. This paper describes an extensive experimental campaign carried out on a large number of small material test pieces aimed at achieving a satisfactory characterization of the biaxial anisotropic response of a highly dissipative rubber compound. These results are then used to develop a two-dimensional constitutive model for the virgin HDNR material accounting for the direction-dependence of the Mullins effect, based on the concept of representative directions applied to the biaxial shear deformation state. Because for commonly employed laminated HDNR bearings under design actions the approximation of uniform simple shear is realistic, the proposed material model can also be used to simulate the global bidirectional horizontal response of the bearings. … (more)
- Is Part Of:
- Engineering structures. Volume 154(2018)
- Journal:
- Engineering structures
- Issue:
- Volume 154(2018)
- Issue Display:
- Volume 154, Issue 2018 (2018)
- Year:
- 2018
- Volume:
- 154
- Issue:
- 2018
- Issue Sort Value:
- 2018-0154-2018-0000
- Page Start:
- 78
- Page End:
- 92
- Publication Date:
- 2018-01-01
- Subjects:
- 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.2017.10.060 ↗
- 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:
- 5378.xml