Modelling of shear keys in bridge structures under seismic loads
Shear keys are used in the bridge abutments and piers to provide transverse restraints for bridge superstructures. Owing to the relatively small dimensions compared to the main bridge components (girders, piers, abutments, piles), shear keys are normally regarded as secondary component of a bridge s...
| Main Authors: | , |
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| Format: | Journal Article |
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Pergamon
2015
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| Online Access: | http://purl.org/au-research/grants/arc/LP110200906 http://hdl.handle.net/20.500.11937/36837 |
| _version_ | 1848754881994686464 |
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| author | Bi, Kaiming Hao, Hong |
| author_facet | Bi, Kaiming Hao, Hong |
| author_sort | Bi, Kaiming |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | Shear keys are used in the bridge abutments and piers to provide transverse restraints for bridge superstructures. Owing to the relatively small dimensions compared to the main bridge components (girders, piers, abutments, piles), shear keys are normally regarded as secondary component of a bridge structure, and their influences on bridge seismic responses are normally neglected. In reality, shear keys are designed to restrain the lateral displacements of bridge girders, which will affect the transverse response of the bridge deck, thus influence the overall structural responses. To study the influences of shear keys on bridge responses to seismic ground excitations, this paper performs numerical simulations of the seismic responses of a two-span simply-supported bridge model without or with shear keys in the abutments and the central pier. A detailed 3D finite element (FE) model is developed by using the explicit FE code LS-DYNA. The bridge components including bridge girders, piers, abutments, bearings, shear keys and reinforcement bars are included in the model. The non-linear material behaviour including the strain rate effects of concrete and steel rebar are considered. The seismic responses of bridge structures without and with shear keys subjected to bi-axial spatially varying horizontal ground motions are calculated and compared. The failure mode and damage mechanism of shear keys are discussed in detail. Numerical results show that shear keys restrain transverse movements of bridge decks, which influence the torsional–lateral responses of the decks under bi-axial spatially varying ground excitations; neglecting shear keys in bridge response analysis may lead to inaccurate predictions of seismic responses of bridge structures. |
| first_indexed | 2025-11-14T08:47:28Z |
| format | Journal Article |
| id | curtin-20.500.11937-36837 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T08:47:28Z |
| publishDate | 2015 |
| publisher | Pergamon |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-368372017-09-13T15:37:43Z Modelling of shear keys in bridge structures under seismic loads Bi, Kaiming Hao, Hong Shear keys are used in the bridge abutments and piers to provide transverse restraints for bridge superstructures. Owing to the relatively small dimensions compared to the main bridge components (girders, piers, abutments, piles), shear keys are normally regarded as secondary component of a bridge structure, and their influences on bridge seismic responses are normally neglected. In reality, shear keys are designed to restrain the lateral displacements of bridge girders, which will affect the transverse response of the bridge deck, thus influence the overall structural responses. To study the influences of shear keys on bridge responses to seismic ground excitations, this paper performs numerical simulations of the seismic responses of a two-span simply-supported bridge model without or with shear keys in the abutments and the central pier. A detailed 3D finite element (FE) model is developed by using the explicit FE code LS-DYNA. The bridge components including bridge girders, piers, abutments, bearings, shear keys and reinforcement bars are included in the model. The non-linear material behaviour including the strain rate effects of concrete and steel rebar are considered. The seismic responses of bridge structures without and with shear keys subjected to bi-axial spatially varying horizontal ground motions are calculated and compared. The failure mode and damage mechanism of shear keys are discussed in detail. Numerical results show that shear keys restrain transverse movements of bridge decks, which influence the torsional–lateral responses of the decks under bi-axial spatially varying ground excitations; neglecting shear keys in bridge response analysis may lead to inaccurate predictions of seismic responses of bridge structures. 2015 Journal Article http://hdl.handle.net/20.500.11937/36837 10.1016/j.soildyn.2015.03.013 http://purl.org/au-research/grants/arc/LP110200906 Pergamon fulltext |
| spellingShingle | Bi, Kaiming Hao, Hong Modelling of shear keys in bridge structures under seismic loads |
| title | Modelling of shear keys in bridge structures under seismic loads |
| title_full | Modelling of shear keys in bridge structures under seismic loads |
| title_fullStr | Modelling of shear keys in bridge structures under seismic loads |
| title_full_unstemmed | Modelling of shear keys in bridge structures under seismic loads |
| title_short | Modelling of shear keys in bridge structures under seismic loads |
| title_sort | modelling of shear keys in bridge structures under seismic loads |
| url | http://purl.org/au-research/grants/arc/LP110200906 http://hdl.handle.net/20.500.11937/36837 |