Partially bonded fiber‐reinforced elastomeric isolators (PB‐FREIs)

Summary Although stable unbonded fiber-reinforced elastomeric isolators (SU-FREIs) have desirable characteristics for seismic isolation, the unbonded application also introduces limitations in comparison with bonded elastomeric isolators. SU-FREIs are not capable of resisting tensile forces, making SU-FREIs unsuited for situations where overturning is of concern or where large vertical accelerations are anticipated. Furthermore, as SU-FREIs rely on friction to transfer horizontal forces, the isolator could potentially slip under certain loading conditions, resulting in permanent displacements. This paper proposes that concerns over the transfer of tensile forces and potential slip can be addressed by partially bonding the SU-FREI to the upper and lower supports. In this way, partially bonded FREIs (PB-FREIs) not only retain the beneficial characteristics of an unbonded FREI but also inherit characteristics of a bonded isolator; notably tensile and horizontal forces can be transferred through the partial bond. Experimental results from isolators tested unbonded and partially bonded under vertical compression are used to evaluate a finite element model. The experimental data and finite element analysis demonstrate that portions of a FREI can be bonded without substantially altering the rollover characteristics of the isolator within the range of average vertical compressive and tensile stresses considered. Despite an unconventional deformed shape under tensile vertical stress, the horizontal force–displacement relationship exhibits negligible deviation from a conventional unbonded SU-FREI under a compressive vertical stress. It is postulated that with further development, partially bonded FREIs can retain the beneficial characteristics of unbonded FREIs while addressing concerns over tensile forces and slip. Copyright © 2014 John Wiley & Sons, Ltd.

[1]  Dimitrios Konstantinidis,et al.  Effect of Friction on Unbonded Elastomeric Bearings , 2009 .

[2]  de Michael Raaf Experimental Study of Unbonded Fiber Reinforced Elastomeric Bearings , 2009 .

[3]  Robert G. Drysdale,et al.  Bonded versus unbonded strip fiber reinforced elastomeric isolators: Finite element analysis , 2011 .

[4]  James Michael LaFave,et al.  Shear and friction response of nonseismic laminated elastomeric bridge bearings subject to seismic demands , 2013 .

[5]  G. Russo,et al.  A study on experimental shear behavior of fiber-reinforced elastomeric isolators with various fiber layouts, elastomers and aging conditions , 2013 .

[6]  Farzad Naeim,et al.  Design of seismic isolated structures : from theory to practice , 1999 .

[7]  Gaetano Russo,et al.  Sliding instability of fiber-reinforced elastomeric isolators in unbonded applications , 2013 .

[8]  James M. Kelly,et al.  Tension Buckling in Multilayer Elastomeric Bearings , 2003 .

[9]  Dimitrios Konstantinidis,et al.  Mechanics of Rubber Bearings for Seismic and Vibration Isolation , 2011 .

[10]  Nishi Toshio International Standardization of Seismic-Protection Elastomeric Isolators from Japan , 2016 .

[11]  Robert G. Drysdale,et al.  Parametric Study on the Response of Stable Unbonded-Fiber Reinforced Elastomeric Isolators (SU-FREIs) , 2009 .

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

[13]  Hamid Toopchi-Nezhad,et al.  Stability of fiber-reinforced elastomeric bearings in an unbonded application , 2011 .

[14]  Alfred Strauss,et al.  An innovative earthquake isolation system using fibre reinforced rubber bearings , 2008 .

[15]  Dimitrios Konstantinidis,et al.  Finite element analysis of unbonded square fiber-reinforced elastomeric isolators (FREIs) under lateral loading in different directions , 2014 .

[16]  Andrew Douglas Barry Foster,et al.  BASE ISOLATION USING STABLE UNBONDED FIBRE REINFORCED ELASTOMERIC ISOLATORS (SU-FREI) , 2012 .

[17]  Gaetano Manfredi,et al.  Neoprene-concrete friction relationships for seismic assessment of existing precast buildings , 2011 .

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

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