Experimental and finite element study on the compression properties of Modified Rectangular Fiber-Reinforced Elastomeric Isolators (MR-FREIs)

Abstract This study investigates the compressive behavior of Modified Rectangular Fiber-Reinforced Elastomeric Isolators (MR-FREIs). The geometric modifications are introduced to reduce the horizontal stiffness and increase the energy dissipation of the isolation system, allowing long rectangular isolators that provide uniform support along walls to be utilized. It is of critical importance that MR-FREIs maintain adequate vertical stiffness to satisfy the requirements for an isolation system. Experimental data from vertical tests of four rectangular FREIs with and without geometric modifications is used to evaluate a three-dimensional (3D) finite element (FE) model. The 3D FE model is then used to conduct a parametric study on two MR-FREI configurations with varying geometry. The parametric study investigates the effect of the geometric modifications on the vertical stiffness and compression modulus in addition to stress and strain distributions in the elastomer and fiber reinforcement. The study identifies that, similar to annular isolators, introducing a minor geometric modification to the interior of the isolator results in a significant decrease in vertical stiffness and compression modulus. This influence is considerably less for geometric modifications positioned on the exterior of the isolator.

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

[2]  Hamid Toopchi-Nezhad,et al.  Influence of thickness of individual elastomer layers (first shape factor) on the response of unbonded fiber-reinforced elastomeric bearings , 2013 .

[3]  Yalcin Mengi,et al.  Elastic layers bonded to flexible reinforcements , 2008 .

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

[5]  Dimitrios Konstantinidis,et al.  Three-dimensional finite element analysis of circular fiber-reinforced elastomeric bearings under compression , 2014 .

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

[7]  James M. Kelly,et al.  Mechanical Properties of Seismic Isolation System with Fiber-Reinforced Bearing of Strip Type , 2003 .

[8]  Robert G. Drysdale,et al.  Shake table study on an ordinary low‐rise building seismically isolated with SU‐FREIs (stable unbonded‐fiber reinforced elastomeric isolators) , 2009 .

[9]  James M. Kelly,et al.  Earthquake-Resistant Design with Rubber , 1993 .

[10]  강준원,et al.  Mechanics of Rubber Bearings for Seismic and Vibration Isolation , 2014 .

[11]  Hsiang-Chuan Tsai,et al.  Compression stiffness of infinite-strip bearings of laminated elastic material interleaving with flexible reinforcements , 2004 .

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

[13]  Andrew S. Whittaker,et al.  Vertical Stiffness of Elastomeric and Lead–Rubber Seismic Isolation Bearings , 2007 .

[14]  James M. Kelly,et al.  Buckling of short beams with warping effect included , 2005 .

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

[16]  James Michael LaFave,et al.  Experimental investigation of the seismic response of bridge bearings. , 2013 .

[17]  M. Constantinou,et al.  Analysis of compression of hollow circular elastomeric bearings , 1992 .

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

[19]  James M. Kelly,et al.  Analysis of the run-in effect in fiber-reinforced isolators under vertical load , 2008 .

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

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

[22]  Fuad Okay,et al.  Compression of hollow-circular fiber-reinforced rubber bearings , 2011 .

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

[24]  James M. Kelly,et al.  Buckling load of seismic isolators affected by flexibility of reinforcement , 2005 .

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