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Behavior of polyester FRP tube encased recycled aggregate concrete with recycled clay brick aggregate: Size and slenderness ratio effects

机译:聚酯FRP管包裹再生骨料与再生粘土砖骨料的行为:尺寸和细长比效应

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Compared with normal aggregate concrete, recycled aggregate concrete (RAC) containing recycled clay brick coarse aggregates (termed as RAC-RCBA) shows very lower compressive strength and larger variation in compressive strength, which hinder the application of RAC-RCBA as structural concrete. This study used polyester FRP (PFRP) as confining material of RAC-RCBA cylinders to improve the strength of RAC-RCBA. The axial compressive behavior of 42 PFRP tube encased RAC-RCBA cylinders (termed as PFRP confined RAC-RCBA) and 24 unconfined RAC-RCBA cylinders were investigated. Compared with conventional glass/carbon FRP (G/CFRP) materials, the main advantages to use PFRP are its much lower material cost and much larger tensile strain capacity. In this study, the experimental parameters considered were: (1) strength, (2) size, and (3) slenderness ratio of RAC-RCBA cylindrical specimens. Statistical analysis was also conducted to investigate the size effect and the slenderness ratio effect. The experimental results indicated that compared with conventional G/CFRP composites, the PFRP had a significantly lower tensile strength and modulus, but a much larger tensile strain at failure. The PFRP tube enhanced the ductility of the RAC-RCBA cylinders remarkably, while the enhancement on the compressive strength of RAC-RCBA by PFRP was not so pronounced as that by carbon/CFRP tubes. It was also found that the size and the slenderness ratio influenced the compressive strength of the RAC cylinders at the transitional point (f(ct)) remarkably, and the fct decreased with the increase in size and slenderness ratio for middle, large and tall sized cylinders. In addition, a size-dependent model for f(ct) was proposed and the predictions fitted well with the experimental results, the applicability of the proposed model for other weakly confined RAC-RCBA was also verified through the comparison with the experimental results of flax FRP tube confined RAC-RCBA. (C) 2017 Elsevier Ltd. All rights reserved.
机译:与普通骨料混凝土相比,含有再生粘土砖粗骨料(称为RAC-RCBA)的再生骨料混凝土(RAC)显示出非常低的抗压强度和较大的抗压强度变化,这阻碍了RAC-RCBA作为结构混凝土的应用。这项研究使用聚酯FRP(PFRP)作为RAC-RCBA气瓶的密封材料,以提高RAC-RCBA的强度。研究了42个PFRP管包裹的RAC-RCBA气瓶(称为PFRP约束RAC-RCBA)和24个无限制RAC-RCBA气瓶的轴向压缩行为。与传统的玻璃/碳FRP(G / CFRP)材料相比,使用PFRP的主要优点是其材料成本低得多,拉伸应变能力更大。在这项研究中,考虑的实验参数为:(1)RAC-RCBA圆柱试样的强度,(2)尺寸和(3)细长比。还进行统计分析以研究尺寸效应和细长比效应。实验结果表明,与传统的G / CFRP复合材料相比,PFRP的抗张强度和模量明显降低,而断裂时的拉伸应变更大。 PFRP管显着提高了RAC-RCBA气缸的延展性,而PFRP对RAC-RCBA的抗压强度的提高并不像碳/ CFRP管那样明显。还发现,尺寸和细长比在过渡点(f(ct))显着影响RAC气缸的抗压强度,对于中,大型和高尺寸,fct随着尺寸和细长比的增加而减小气瓶。另外,提出了f(ct)的尺寸相关模型,该预测与实验结果吻合较好,并且与亚麻的实验结果进行了比较,验证了该模型在其他弱约束RAC-RCBA中的适用性。 FRP管受限于RAC-RCBA。 (C)2017 Elsevier Ltd.保留所有权利。

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