The Protection of RC Columns by Bio-Inspired Honeycomb Column Thin-Walled Structure (BHTS) Under Impact Load.

IF 3.4 3区 医学 Q1 ENGINEERING, MULTIDISCIPLINARY
Shijie Wang, Hongxiang Xia, Yuncui Zong, Jianjun Liang, Ripeng Zhu
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Abstract

The bio-inspired honeycomb column thin-walled structure (BHTS) is inspired by the biological structure of beetle elytra and designed as a lightweight buffer interlayer to prevent damage to the reinforced concrete bridge pier (RCBP) under the overload impact from vehicle impact. According to the prototype structure of the pier, a batch of scale models with a scaling factor of 1:10 was produced. The BHTS buffer interlayer was installed on the reinforced concrete (RC) column specimen to carry out the steel ball impact test. Then, the modified numerical model was subjected to the low-energy input impact test of the steel ball without energy loss during the falling process at the equivalent height of 1.0-3.5 m, and the dynamic response characteristics of the RC column were analyzed. By comparing the impact force and impact duration, maximum displacement, and residual displacement in the impact model, the BHTS buffer interlayer's protective effect on RC columns under lower energy lateral impact was evaluated. Later, a high-energy input lateral impact test of a steel ball falling at an equivalent height of 20.0 m was carried out. According to the material damage, dynamic response, and energy absorption characteristics in the impact model, the failure process of the RC columns was analyzed. The results showed that BHTS absorbed 82.33% of the impact kinetic energy and reduced 77.27% of the impact force, 86.51% of the inertia force, and 64.86% of the base shear force under the failure mode of a 20 m impact condition. It can transform the shear failure of the RC column into bending failure and play an effective protective role for the RC column. This study can provide useful references for collision prevention design in practical engineering.

生物蜂窝柱薄壁结构(BHTS)在冲击荷载下对RC柱的保护。
仿生蜂窝柱薄壁结构(BHTS)是受甲虫鞘翅生物结构的启发而设计的一种轻型缓冲夹层结构,用于防止钢筋混凝土桥墩(RCBP)在车辆撞击的过载冲击下受到损伤。根据桥墩原型结构,制作了一批比例系数为1:10的比例模型。在钢筋混凝土柱试件上安装BHTS缓冲夹层,进行钢球冲击试验。然后,对修正后的数值模型进行了钢球在1.0 ~ 3.5 m等效高度下落过程中无能量损失的低能量输入冲击试验,分析了RC柱的动力响应特性。通过对比冲击模型中的冲击力、冲击持续时间、最大位移和残余位移,评价BHTS缓冲夹层在低能量横向冲击下对RC柱的保护作用。随后,进行了等效高度为20.0 m的钢球高能输入侧向冲击试验。根据冲击模型中的材料损伤、动力响应和能量吸收特征,分析了RC柱的破坏过程。结果表明:在20 m冲击条件下,BHTS吸收了82.33%的冲击动能,降低了77.27%的冲击力、86.51%的惯性力和64.86%的基底剪切力;它能将钢筋混凝土柱的剪切破坏转化为弯曲破坏,对钢筋混凝土柱起到有效的保护作用。该研究可为实际工程中的防撞设计提供有益的参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Biomimetics
Biomimetics Biochemistry, Genetics and Molecular Biology-Biotechnology
CiteScore
3.50
自引率
11.10%
发文量
189
审稿时长
11 weeks
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