Bonded versus unbonded strip fiber reinforced elastomeric isolators: Finite element analysis

被引：111

作者：

Toopchi-Nezhad, Hamid ^{[1
]}

Tait, Michael J. ^{[1
]}

Drysdale, Robert G. ^{[1
]}

机构：

[1] McMaster Univ, Dept Civil Engn, Hamilton, ON L8S 4L7, Canada

来源：

COMPOSITE STRUCTURES | 2011年 / 93卷 / 02期

基金：

加拿大自然科学与工程研究理事会;

关键词：

Strip fiber reinforced elastomeric isolators; Laminated rubber bearings; Finite element analysis; Seismic mitigation; Base isolation; COMPRESSION STIFFNESS; BEARINGS; DESIGN;

D O I：

10.1016/j.compstruct.2010.07.009

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

This paper presents a finite element (FE) model for the analysis of strip fiber reinforced elastomeric Isolators (FREIs) that are subjected to any given combination of static vertical and lateral loads The model is able to simulate both bonded and unbonded boundary conditions at the top and bottom contact surfaces of the Isolator Compared to bonded (B)-FREIs the FE-analysis of stable unbonded (SU)-FREIs presents additional analysis challenges SU-FREI refers to unbonded FREIs that exhibit stable rollover deformation under lateral loads Additional analysis challenges are attributed to changes in the boundary conditions of SU-FREI as a result of rollover type deformation To address these challenges the utilized FE-mesh is updated during analysis consistent with the deformed geometry of the Isolator Using the proposed FE-model, the lateral responses of a B-FREI and a SU-FREI were evaluated Both isolators had the same material and geometrical properties and were subjected to identical constant vertical loading Comparing the lateral responses It was found that the SU-FREI was considerably more efficient than the B-FREI as a seismic isolator In addition the in-service stress demands on the SU-FREI were found to be significantly lower than the B-FREI (C) 2010 Elsevier Ltd All rights reserved

引用

页码：850 / 859

页数：10

共 25 条

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ASCE-7, 2005, ASCE7

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