Experimental investigation of circumnutation-inspired penetration in sand.

IF 3.1 3区 计算机科学 Q1 ENGINEERING, MULTIDISCIPLINARY
Riya Anilkumar, Alejandro Martinez
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引用次数: 0

Abstract

Probes that penetrate soil are used in fields such as geotechnical engineering, agriculture, and ecology to classify soils and characterize their propertiesin situ. Conventional tools such as the Cone Penetration Test (CPT) often face challenges due to the lack of reaction force needed to penetrate stiff or dense soil layers, necessitating the use of large drill rigs. This paper investigates more efficient means of penetrating soil by taking inspiration from a plant-root motion known as circumnutation. Experimental penetration tests on sands are performed with circumnutation-inspired (CI) probes that advance at a constant vertical velocity (v) while simultaneously rotating at a constant angular velocity (ω). These probes have bent tips with a given bent angle (α) and bent length (L1). The variation of the mobilized vertical force (Fz), torque (Tz.), and the mechanical work components with the ratio of tangential to vertical velocity (ωR/ν, whereRis the distance of the tip of the probe from the vertical axis of rotation) is investigated along with the effects of probe geometry, vertical velocity, and soil relative density (DR). The results show that the soil penetration resistance does not vary withv, but it increases asα,L1, andDRare increased.Fzdecays exponentially with increasingωR/v,Tzinitially increases and then plateaus, while total work (WT) shows little magnitude changes initially but later increases monotonically. The mechanisms leading to these trends are identified as the changes in the probe projected areas and mobilized normal stresses due to differences in probe geometry and the effects ofωR/von the resultant force direction and soil disturbance. The results show that CI penetration within a specific range ofωR/vleads to small increases inWT(i.e.,⩽25%), yet mobilizesFzmagnitudes that are 50%-80% lower than that mobilized during non-rotational penetration (i.e., CPT). This indicates that CI penetration can be adopted forin situcharacterization or sensor placement with smaller vertical forces, allowing for use of lighter rigs.

沙中循环启发式穿透的实验研究。
穿透土壤的探头被用于岩土工程、农业和生态学等领域,以对土壤进行分类并就地描述其特性。由于缺乏穿透坚硬或致密土层所需的反作用力,锥入度试验(CPT)等传统工具经常面临挑战,因此必须使用大型钻机。本文从植物根部运动(即环行运动)中汲取灵感,研究更有效的穿透土壤的方法。对沙土进行的试验性穿透测试使用的是圆周运动启发(CI)探头,该探头以恒定的垂直速度(v)前进,同时以恒定的角速度(ω)旋转。这些探头的弯曲尖端具有给定的弯曲角度 (α)和弯曲长度 (L1)。研究了调动的垂直力 (Fz)、扭矩 (Tz.) 和机械功分量随切向速度与垂直速度之比 (ωR/ν,其中 R 为探针尖端与旋转垂直轴的距离) 的变化,以及探针几何形状、垂直速度和土壤相对密度 (DR) 的影响。结果表明,土壤穿透阻力不随 v 变化,但随着α、L1 和 DR 的增大而增大。Fz 随着ωR/v 的增大呈指数衰减,Tz 最初增大,然后趋于平稳,而总功(WT)的大小最初变化不大,但后来单调增大。导致这些趋势的机制被确定为探针投影面积的变化和由于探针几何形状的不同以及ωR/v 对结果力方向和土壤扰动的影响而产生的移动法向应力。结果表明,在ωR/v 的特定范围内,CI 穿透会导致 WT 的小幅增加(即⩽25%),但所调动的 Fz 幅值却比非旋转穿透(即 CPT)所调动的 Fz 幅值低 50%-80%。这表明,CI 贯入可用于现场特征描述或传感器安放,垂直力较小,可使用较轻的钻机。
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
Bioinspiration & Biomimetics
Bioinspiration & Biomimetics 工程技术-材料科学:生物材料
CiteScore
5.90
自引率
14.70%
发文量
132
审稿时长
3 months
期刊介绍: Bioinspiration & Biomimetics publishes research involving the study and distillation of principles and functions found in biological systems that have been developed through evolution, and application of this knowledge to produce novel and exciting basic technologies and new approaches to solving scientific problems. It provides a forum for interdisciplinary research which acts as a pipeline, facilitating the two-way flow of ideas and understanding between the extensive bodies of knowledge of the different disciplines. It has two principal aims: to draw on biology to enrich engineering and to draw from engineering to enrich biology. The journal aims to include input from across all intersecting areas of both fields. In biology, this would include work in all fields from physiology to ecology, with either zoological or botanical focus. In engineering, this would include both design and practical application of biomimetic or bioinspired devices and systems. Typical areas of interest include: Systems, designs and structure Communication and navigation Cooperative behaviour Self-organizing biological systems Self-healing and self-assembly Aerial locomotion and aerospace applications of biomimetics Biomorphic surface and subsurface systems Marine dynamics: swimming and underwater dynamics Applications of novel materials Biomechanics; including movement, locomotion, fluidics Cellular behaviour Sensors and senses Biomimetic or bioinformed approaches to geological exploration.
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