Key factors analysis and constitutive equation modification of a macro-NPR bolt for achieving high constant resistance and large deformation characteristics

IF 8.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zhigang Tao , Senlin Luo , Yafei Qiao , Manchao He
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引用次数: 15

Abstract

A macro-NPR (negative Poisson's ratio) bolt, also called a He bolt, is a composite structure that is composed of two types of steel that are adjusted by design. The mechanical characteristics of the macro-NPR bolt are high constant resistance, large deformation, energy absorption, and impact resistance. In this work, the concepts of a “climbing angle” and a stick-slip element were introduced to analyze the mechanical behavior of the macro-NPR bolt. It was observed that certain bottleneck problems in the existing constitutive model of the macro-NPR bolt had not been solved: (1) The calculation equation of stick-slip displacement included some parameters with weak correlation. (2) In calculating a single stick-slip cycle, the displacement was assumed to be instantaneously completed, whereas the cone sliding process was considered. (3) The random stick-slip phenomenon had a great influence on the performance of the macro-NPR bolt. These problems could lead to significant differences between the existing macro-NPR bolt static tension theoretical curve and the experimental curve. To solve these bottleneck problems, a method to modify the existing constitutive equation of the macro-NPR bolt was proposed in this work, and the modified constitutive equation of the macro-NPR bolt was established to explore the key factors of the macro-NPR bolt to achieve high constant resistance and large deformation characteristics. During static tension, the stress state of the macro-NPR bolt was divided into two stages, an elastic stage and a constant resistance stage. For the constant resistance stage, the stick-slip phenomenon occurred between the cone and the sleeve, whereas the axial force of the macro-NPR bolt was basically constant around P0. Then, using the theory of elasticity and the climbing angle theory, the stress state of the macro-NPR bolt sleeve during tension was solved, and a mathematical expression of constant resistance of the macro-NPR bolt was obtained. Finally, the modified constitutive equation of the macro-NPR bolt was established through the corresponding expression and stick-slip element.

宏观npr锚杆实现高恒阻大变形特性的关键因素分析及本构方程修正
宏观npr(负泊松比)螺栓,又称He螺栓,是一种由两种钢材通过设计调节而成的复合结构。宏观npr螺栓具有高恒阻、大变形、吸能、抗冲击等力学特性。本文引入“爬坡角”和粘滑单元的概念,分析了宏观npr锚杆的力学行为。研究发现,现有宏观npr锚杆本构模型存在的瓶颈问题尚未得到解决:(1)黏滑位移计算方程中包含了一些相关性较弱的参数;(2)在计算单粘滑循环时,假定位移是瞬时完成的,而考虑了锥滑动过程。(3)随机粘滑现象对宏观npr锚杆的性能影响较大。这些问题导致现有宏观npr锚杆静张力理论曲线与实验曲线存在较大差异。针对这些瓶颈问题,本文提出了一种修正宏观npr锚杆现有本构方程的方法,建立了修正后的宏观npr锚杆本构方程,探讨了宏观npr锚杆实现高恒阻大变形特性的关键因素。在静拉过程中,宏观npr锚杆的受力状态分为弹性阶段和恒阻阶段。恒阻力阶段,锥体与套筒之间出现粘滑现象,宏观npr螺栓轴向力在P0附近基本恒定。然后,利用弹性理论和爬坡角理论,求解了宏观npr螺栓套筒在受拉过程中的受力状态,得到了宏观npr螺栓恒阻力的数学表达式。最后,通过相应的表达式和黏滑单元建立了宏观npr锚杆的修正本构方程。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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