Performance of carbon fiber-reinforced elastomeric isolators manufactured in a simplified process: experimental investigations

SUMMARY Fiber-reinforced elastomeric isolators (FREIs) are relatively new elastomeric bearings in which fiber-reinforced polymer composite plates are used as reinforcements rather than steel shims. Here in this research, a number of carbon FREIs are produced in scaled size using a simple and fast manufacturing process, which has potentials to be applied in developing countries. The aim is to show how efficient the carbon FREIs in bonded applications can operate under different loading conditions. Experimental results show that under cyclic displacements, although a partial delamination occurs between rubber layer and steel supporting plate because of the rollover deformation at shear strains greater than 50%, the rubber bearings perform properly up to 100% shear strain. The vertical stiffness increases with increasing the fiber-reinforced layers' thickness and with decreasing the elastomers' thickness. The flexibility in the horizontal direction increases by increasing the total thickness of rubber layers, while the energy dissipation capacity enhances with increasing the thickness of both fiber-reinforced and elastomeric layers. Copyright © 2014 John Wiley & Sons, Ltd.

[1]  James M. Kelly,et al.  Stiffness Analysis of Fiber-Reinforced Rectangular Seismic Isolators , 2002 .

[2]  J. Kelly Analysis of Fiber-Reinforced Elastomeric Isolators , 1999 .

[3]  Beom-Soo Kang,et al.  Hole and lead plug effect on fiber reinforced elastomeric isolator for seismic isolation , 2003 .

[4]  María Ofelia Moroni,et al.  A fuzzy model of superelastic shape memory alloys for vibration control in civil engineering applications , 2007 .

[5]  Ali Akbar Aghakouchak,et al.  Design, manufacturing and evaluation of the performance of steel like fiber reinforced elastomeric seismic isolators , 2008 .

[6]  Joe Wong,et al.  Analysis method for the design of reinforced concrete bridge barrier and cantilever deck under railing loads as specified in CAN/CSA-S6-00 (Canadian highway bridge design code) , 2005 .

[7]  Yan Li Zhang,et al.  The German Nuclear Phase-Out Plan and its Impact , 2011 .

[8]  M. Shahria Alam,et al.  Multi-criteria optimization and seismic performance assessment of carbon FRP-based elastomeric isolator , 2013 .

[9]  James M. Kelly,et al.  Seismic Isolation Systems for Developing Countries , 2002 .

[10]  Beom-Soo Kang,et al.  Design and manufacturing of fiber reinforced elastomeric isolator for seismic isolation , 2002 .

[11]  Robert G. Drysdale,et al.  Lateral Response Evaluation of Fiber-Reinforced Neoprene Seismic Isolators Utilized in an Unbonded Application , 2008 .

[12]  Robert G. Drysdale,et al.  Testing and modeling of square carbon fiber‐reinforced elastomeric seismic isolators , 2008 .