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Experimental investigation of a novel class of self-centring spinal rocking column

Research output: Contribution to journalArticle

Original languageEnglish
Pages (from-to)308-324
Number of pages15
JournalJournal of Sound and Vibration
Volume437
Early online date10 Sep 2018
DOIs
DateAccepted/In press - 16 Aug 2018
DateE-pub ahead of print - 10 Sep 2018
DatePublished (current) - 22 Dec 2018

Abstract

This paper explores a proof of concept self-centring spinal column concept experimentally. The idea of the system is inspired by the mechanical interaction of the vertebral bones and intervertebral discs in human spine. Experimental tests are undertaken to explore whether a similar bridge pier system could be constructed to withstand seismic dynamic loading in an equally efficient manner. The experimentation is performed on tied (pre-tensioned) wooden blocks (vertebrae) with and without rubber strips between the vertebrae acting as the intervertebral discs. Small-scale test specimens are excited sinusoidally using a small-scale shake table, and the response of the system recorded through triaxial accelerometers attached to the structure. The nonlinear dynamic response and mechanics of the system are then investigated under sinusoidal dynamic excitation. It is found that the integration of intervertebral rubber discs into wooden vertebrae reduces the nonlinearity of the system, and increases the flexibility and damping. The experimental results show that the proposed system can sustain large lateral displacement without any residual deformation after the excitation.

    Research areas

  • Rocking column, Accelerated bridge construction, Vertebral bridge pier, Backbone curve, Nonlinear dynamics, Frequency response function

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    Rights statement: This is the final published version of the article (version of record). It first appeared online via Elsevier at https://www.sciencedirect.com/science/article/pii/S0022460X18305406 . Please refer to any applicable terms of use of the publisher.

    Final published version, 3 MB, PDF-document

    Licence: CC BY

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