Analytical and finite element investigation on the thermo-mechanical coupled response of friction isolators under bidirectional excitation

Abstract The hysteretic behavior of friction concave isolators is affected by the variability of the friction coefficient experienced during a seismic event. This variability is a combined function of axial load, sliding velocity and temperature rise at the sliding surface, the latter being responsible for significant friction degradation. Experimental testing and corresponding numerical models are usually focused on the monodirectional performance of the friction isolators, although multi-directional paths occur in a real earthquake scenario. In this paper, the thermo-mechanical coupled (TMC) response of friction concave isolators when subjected to bidirectional excitation is investigated in both an analytical and a numerical framework. First, a simplified phenomenological model is presented that accounts for the friction degradation due to the distance traveled via a macroscale cycling variable, based on the assumption of a uniform heat flux at the sliding interface. Then, a more sophisticated numerical investigation is performed via a TMC finite element (FE) model. A customized subroutine has been developed and implemented into the FE code to account for the local variation of the friction coefficient due to the local temperature rise and sliding velocity. The mutual interaction between mechanical and thermal response is incorporated in the proposed computational approach: the friction-induced temperature rise on the contact points and the consequent friction degradation caused by heating phenomena are analyzed as two interconnected phenomena in a recursive fashion. The friction coefficient law at the sliding interface is adjusted step-by-step and is different from node to node on the basis of the temperature distribution. Validated against experimental data, the two proposed models are used within a parametric study to scrutinize some interesting features observed in the thermo-mechanical response of friction isolators.

[1]  Carlo Poggi,et al.  Experimental assessment of sliding materials for seismic isolation systems , 2012, Bulletin of Earthquake Engineering.

[2]  V. A. Nadein,et al.  Application of frictional pendulum sliding bearings for seismic insulation , 2014 .

[3]  J. C. Jaeger,et al.  Conduction of Heat in Solids , 1952 .

[4]  Yu. N. Drozdov,et al.  Heat state of pendulum sliding bearings under seismic effects , 2008 .

[5]  Ivo Caliò,et al.  Seismic response of multi-storey buildings base-isolated by friction devices with restoring properties , 2003 .

[6]  Paolo Castaldo,et al.  Seismic reliability of base-isolated structures with friction pendulum bearings , 2015 .

[7]  Michael C. Constantinou,et al.  Behaviour of the double concave Friction Pendulum bearing , 2006 .

[8]  Reginald DesRoches,et al.  Bridge seismic response as a function of the Friction Pendulum System (FPS) modeling assumptions , 2008 .

[9]  Andrei M. Reinhorn,et al.  Teflon Bearings in Base Isolation I: Testing , 1990 .

[10]  C. S. Tsai,et al.  Finite element formulation and shaking table tests of direction-optimized-friction-pendulum system , 2008 .

[11]  Klaus-Jürgen Bathe,et al.  A finite element procedure for the analysis of thermo-mechanical solids in contact , 2000 .

[12]  Andre Filiatrault,et al.  Frictional Response of PTFE Sliding Bearings at High Frequencies , 1997 .

[13]  M. Constantinou,et al.  A model of triple friction pendulum bearing for general geometric and frictional parameters , 2016 .

[14]  Gianluca Nestovito,et al.  Implementation of smart-passive dampers combined with double concave friction pendulum devices to retrofit an existing highway viaduct exploiting the seismic early warning information , 2016 .

[15]  C. Ettles The Thermal Control of Friction at High Sliding Speeds , 1986 .

[16]  Andrei M. Reinhorn,et al.  Teflon Bearings in Base Isolation II: Modeling , 1990 .

[17]  Stephen A. Mahin,et al.  A Simple Pendulum Technique for Achieving Seismic Isolation , 1990 .

[18]  C. S. Tsai,et al.  Component and shaking table tests for full‐scale multiple friction pendulum system , 2006 .

[19]  Luca Landi,et al.  Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions , 2016 .

[20]  Michael C. Constantinou,et al.  Quintuple Friction Pendulum Isolator: Behavior, Modeling, and Validation , 2016 .

[21]  Frank P. Incropera,et al.  Fundamentals of Heat and Mass Transfer , 1981 .

[22]  D. De Domenico,et al.  An enhanced base isolation system equipped with optimal tuned mass damper inerter (TMDI) , 2018 .

[23]  H. Blok,et al.  The flash temperature concept , 1963 .

[24]  Michael C. Constantinou,et al.  Modeling Triple Friction Pendulum Bearings for Response-History Analysis , 2008 .

[25]  D. De Domenico,et al.  RC members strengthened with externally bonded FRP plates: A FE-based limit analysis approach , 2015 .

[26]  Giorgio Monti,et al.  Analytical thermo‐mechanics 3D model of friction pendulum bearings , 2016 .

[27]  C. S. Tsai,et al.  Characterization and modeling of multiple friction pendulum isolation system with numerous sliding interfaces , 2010 .

[28]  Eric Abrahamson,et al.  Seismic response modification device elements for bridge structures development and verification , 2003 .

[29]  M. Dolce,et al.  Frictional Behavior of Steel-PTFE Interfaces for Seismic Isolation , 2005 .

[30]  C. S. Tsai,et al.  FINITE ELEMENT FORMULATIONS FOR FRICTION PENDULUM SEISMIC ISOLATION BEARINGS , 1997 .

[31]  Paola Ceresa,et al.  Modelling curved surface sliding bearings with bilinear constitutive law: effects on the response of seismically isolated buildings , 2016 .

[33]  D. De Domenico,et al.  Soil-dependent optimum design of a new passive vibration control system combining seismic base isolation with tuned inerter damper , 2018 .

[34]  Andrew S. Whittaker,et al.  Characterization and Modeling of Friction Pendulum Bearings Subjected to Multiple Components of Excitation , 2004 .

[35]  C. Ettles Polymer and elastomer friction in the thermal control regime , 1987 .

[36]  Paolo Dubini,et al.  Numerical Assessment of Frictional Heating in Sliding Bearings for Seismic Isolation , 2014 .

[37]  Michael C. Constantinou,et al.  Verification of friction model of teflon bearings under triaxial load , 1993 .

[38]  Andrew S. Whittaker,et al.  Characterizing friction in sliding isolation bearings , 2015 .

[39]  George C. Lee,et al.  ANALYTICAL MODEL FOR SLIDING BEHAVIOR OF TEFLON-STAINLESS STEEL INTERFACES , 1990 .

[40]  Donato Cancellara,et al.  Assessment and dynamic nonlinear analysis of different base isolation systems for a multi-storey RC building irregular in plan , 2017 .

[41]  Noemi Bonessio,et al.  Friction Model for Sliding Bearings under Seismic Excitation , 2013 .