Experimental investigations of fiber and steel reinforced elastomeric bearings: Shear modulus and damping coefficient

Experimental investigations of fiber and steel reinforced elastomeric bearings: Shear modulus and damping coefficient
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DOI:
10.1016/j.engstruct.2014.06.008
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发表时间:
2014-09
影响因子:
5.5
通讯作者:
A. Strauss;E. Apostolidi;T. Zimmermann;Ulrich Gerhaher;S. Dritsos
A. Strauss;E. Apostolidi;T. Zimmermann;Ulrich Gerhaher;S. Dritsos
中科院分区:
工程技术2区
文献类型:
--
作者:
A. Strauss;E. Apostolidi;T. Zimmermann;Ulrich Gerhaher;S. Dritsos

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In the past few decades, steel reinforced elastomeric bearings have been extensively used for seismic isolation purposes. Innovative isolation devices of elastomeric bearings reinforced with fiber sheets have begun to replace those with steel reinforcement. In the present article, a literature review on the mechanical characteristics of fiber reinforced elastomeric bearings is presented and the shortcomings of the current European standards concerning statically and dynamically loaded elastomeric bearings are discussed. An experimental procedure conducted on elastomeric bearings with various reinforcing materials and under various loading and support conditions is described for comparison purposes. The experimental procedure includes cyclic loading tests with a concurrent application of vertical stress for three bearing types of different dimensional and material properties. The influence of crucial parameters such as vertical stress, horizontal deflection, bearing height, number of elastomer and reinforcement layers, reinforcement material, and type of bearing support on the effective shear modulus and damping coefficient are examined. Moreover, comparisons between experimental and analytical results obtained by respective analytical formulations are further discussed. Appropriate analytical formulations are proposed for better adjustment to the experimental results.