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Performance-based assessment and design of FRP-based high damping rubber bearing incorporated with shape memory alloy wires

机译:结合形状记忆合金丝的FRP基高阻尼橡胶轴承的性能评估与设计

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This study deals with two new generation smart high damping rubber bearings (HDRBs) incorporated with shape memory alloy (SMA) wires. Due to the superelastic effect and the re-centering capability of SMAs, the residual deformation in SMA-based elastomeric isolators is reduced. Two different configurations of SMA wires incorporated in rubber bearings are compared by changing the aspect ratio of base isolator, the type of SMA, the thickness of wires, and the pre-strain in wires where the isolator is subjected to a vertical pressure and unidirectional cyclic lateral displacement. A performance-based design flowchart is also provided along with a design example for determining the pre-strain and the radius of cross section of wires in the SMA wire-based rubber bearings. Results demonstrated that using ferrous SMA wires (FeNCATB) with 13.5% superelastic strain in the cross configuration leads to the best performance since the strain induced in wires is significantly decreased. Seismic performance evaluation of a three-span continuous bridge isolated by smart HDRBs shows that using SMA wires with cross configuration leads to the highest energy dissipation during earthquake. However, implementing SMA wires into HDRBs has negligible effect and in some cases no effect on the pier displacement and peak deck acceleration. It was also observed that neither of the HDRBs nor the SMA-HDRBs experienced any residual deformations when they were subjected to three different ground motions scaled by Vancouver design response spectrum.
机译:这项研究研究了两个集成了形状记忆合金(SMA)线的新一代智能高阻尼橡胶轴承(HDRB)。由于SMA的超弹性效应和重新定心能力,减少了SMA基弹性隔离器的残余变形。通过更改基础绝缘子的长宽比,SMA的类型,电线的厚度以及绝缘子承受垂直压力和单向循环的电线中的预应变,比较了橡胶轴承中包含的两种不同形状的SMA电线。横向位移。还提供了基于性能的设计流程图以及一个设计示例,用于确定SMA钢丝基橡胶轴承中钢丝的预应变和横截面半径。结果表明,在交叉配置中使用具有13.5%超弹性应变的亚铁SMA导线(FeNCATB)可获得最佳性能,因为导线中引起的应变显着降低。由智能HDRB隔离的三跨连续桥的抗震性能评估表明,使用交叉配置的SMA导线会在地震期间产生最高的能量耗散。但是,将SMA导线插入HDRB的效果可忽略不计,在某些情况下,对桥墩位移和顶板加速度没有影响。还观察到,当HDRB和SMA-HDRB经受由温哥华设计响应谱缩放的三种不同的地面运动时,均未经历任何残余变形。

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