ANALYSIS OF THE PARTICLES DISTRIBUTION INFLUENCE ON THE RECYCLED RUBBER PROPERTIES TO BE USED AS A MATRIX OF LOW-COST SEISMIC ISOLATORS

Carolina Rojas Cabrera, Lizeth F. Ortega Escobar, Ingrid E. Madera Sierra, Daniele Lossano, Albert R. Ortíz Lasprilla
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Abstract

This paper presents the research on recycled rubber material design, made from vehicle tires, to be used as a matrix of low-cost seismic isolators' prototypes for risk mitigation in South America buildings. Four mixes were contrasting to determine the influence of the particle size distribution on the recycled rubber characteristics, three of them with different size particle composition and the last one with a non-control distribution. Mechanical properties such as density, hardness, and tensile stress, were studied, and stereoscopic images were taken. In the controlled size distribution case, the experimental results showed an improvement in the packing capacity of the particles with a better consolidation of the material under the same processing conditions as a consequence. Regarding the tension stress, the controlled mixes achieved a maximum strength higher than the non-controlled mix (up to 70%), and their spectroscopy images show consolidated materials without voids or pores. All the samples presented a similar hardness with values higher than the natural rubber one (60). Therefore, the development of recycled rubber material with a control size distribution allowed to improve the material behavior without changes in the manufactured process.
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颗粒分布对用作低成本隔震材料的再生橡胶性能的影响分析
本文介绍了由汽车轮胎制成的再生橡胶材料的设计研究,该材料将用作南美建筑中降低风险的低成本隔震器原型的矩阵。通过对4种混合料的对比研究,确定了不同粒径颗粒组成的3种混合料和非控制粒径分布的1种混合料对再生橡胶性能的影响。研究了密度、硬度和拉伸应力等力学性能,并拍摄了立体图像。在控制粒径分布的情况下,实验结果表明,在相同的加工条件下,颗粒的堆积能力得到改善,材料的固结效果更好。在拉应力方面,受控混合料的最大强度高于非受控混合料(高达70%),其光谱图像显示固结材料没有空隙或孔隙。所有样品的硬度值均高于天然橡胶(60)。因此,开发具有控制尺寸分布的再生橡胶材料可以在不改变制造过程的情况下改善材料的性能。
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GENETIC OPTIMIZATION FOR THE DESIGN OF SEISMIC RETROFITTING OF PLANE RC FRAMES WITH BUCKLING RESTRAINED BRACES (BRBS) LARGE-DISPLACEMENT RESPONSE OF UNREINFORCED MASONRY STRUCTURES: COMPARISON BETWEEN ANALYTICAL SOLUTIONS AND DEM MODELS INCLUDING OPEN-SOURCE SOFTWARE CYCLIC TESTING OF 1:40 SCALE CANTILEVER RC ELEMENTS WITH DIGITALLY MANUFACTURED REINFORCEMENT 3D ROCKING MOTION: BLIND PREDICTION CONTEST RESULTS AND INFLUENCE OF EVALUATION METRIC ON THE RANKINGS EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE PLASTIC CYCLIC BEHAVIOUR OF SIMPLE STEEL COUPONS
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