Application of Self-Diagnosis and Self-Repair on a Truss Prototype That Adapts to Loading Through Shape Morphing

IF 5.1 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Arka P. Reksowardojo, Gennaro Senatore, Lucio Blandini, Ian F. C. Smith
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Abstract

This paper presents experimental testing of self-diagnosis and self-repair strategies on an adaptive truss prototype that counteracts the effect of loading through shape morphing. The prototype is a simply supported spatial truss with a span of 6 m and is equipped with 12 linear actuators. The structure is designed to adapt to external loads through shape morphing—that is, by undergoing large shape changes to achieve configurations that are optimal for load-bearing. A damage event is replicated via the removal of a truss element, which simulates a loss of stiffness caused by buckling or fracture. A damage detection and localization algorithm is implemented based on the similarity evaluation of numerical and empirical redundancy matrices. Testing results demonstrate the efficacy of this method, with up to 81% and 79% accuracy for detection and localization, respectively, obtained considering all scenarios including false alarms (false positives) in the nondamaged state. For damaged states, the detection accuracy is 100% (no false negative). A self-repair strategy based on shape morphing is proposed. The structure is controlled into a shape that is optimal to carry the external load, achieving a significant stress redistribution to mitigate the effect of damage. Experimental results demonstrate that when an element of the structure is removed to simulate damage, the stress increases by up to 22% compared to the undamaged condition. This increase is fully recovered through shape adaptation. Actuator faults were also analyzed. With all actuators in operation, shape adaptation reduces stress by up to 22% under peak load (in the absence of damage). When two actuators are simulated as faulty, a stress reduction of up to 11% is still achieved, demonstrating the effectiveness of the proposed shape morphing–based control strategy.

Abstract Image

自诊断自修复在形状变形适应荷载桁架原型上的应用
提出了一种通过形状变形抵消荷载影响的自适应桁架原型的自诊断和自修复策略的实验测试。原型是一个跨度为6米的简支空间桁架,配有12个线性执行器。结构的设计是通过形状变形来适应外部载荷,也就是说,通过大的形状变化来实现最优的承重配置。通过移除桁架元件来复制损坏事件,模拟由屈曲或断裂引起的刚度损失。基于数值冗余矩阵和经验冗余矩阵的相似度评价,实现了一种损伤检测和定位算法。测试结果证明了该方法的有效性,考虑到所有情况,包括未损坏状态下的误报警(误报),检测和定位的准确率分别高达81%和79%。对于损坏状态,检测准确率为100%(无假阴性)。提出了一种基于形状变形的自修复策略。结构被控制成最适合承受外部载荷的形状,实现了显著的应力重新分配,以减轻损伤的影响。实验结果表明,当结构的一个元件被移除来模拟损伤时,与未损伤状态相比,应力增加了22%。这种增加通过形状适应完全恢复。对执行机构故障进行了分析。在所有执行器都在运行的情况下,在峰值负载下(在没有损坏的情况下),形状适应性可将应力降低高达22%。当两个执行器被模拟为故障时,仍然可以实现高达11%的应力降低,证明了所提出的基于形状变形的控制策略的有效性。
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来源期刊
Structural Control & Health Monitoring
Structural Control & Health Monitoring 工程技术-工程:土木
CiteScore
9.50
自引率
13.00%
发文量
234
审稿时长
8 months
期刊介绍: The Journal Structural Control and Health Monitoring encompasses all theoretical and technological aspects of structural control, structural health monitoring theory and smart materials and structures. The journal focuses on aerospace, civil, infrastructure and mechanical engineering applications. Original contributions based on analytical, computational and experimental methods are solicited in three main areas: monitoring, control, and smart materials and structures, covering subjects such as system identification, health monitoring, health diagnostics, multi-functional materials, signal processing, sensor technology, passive, active and semi active control schemes and implementations, shape memory alloys, piezoelectrics and mechatronics. Also of interest are actuator design, dynamic systems, dynamic stability, artificial intelligence tools, data acquisition, wireless communications, measurements, MEMS/NEMS sensors for local damage detection, optical fibre sensors for health monitoring, remote control of monitoring systems, sensor-logger combinations for mobile applications, corrosion sensors, scour indicators and experimental techniques.
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