Acoustic emission-based indicators of shear failure of reinforced concrete beams without shear reinforcement

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-05-01 Epub Date: 2025-02-15 DOI:10.1016/j.engstruct.2025.119929
Fengqiao Zhang , Yuguang Yang , Max A.N. Hendriks
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引用次数: 0

Abstract

Many existing concrete structures require effective assessment of the bearing capacity. A critical failure mode is shear, especially for concrete structures without or with limited shear reinforcement. The shear failure is brittle and often leads to loss of property and lives. Therefore the shear failure should be indicated before it occurs. A potential solution is to use acoustic emission (AE) monitoring, which is sensitive to minor changes in concrete, even micro-cracking, both on the surface and inside the structure. By combining the knowledge of shear failure processes and AE techniques, this paper presents an AE-based shear failure indication system. The system automatically identifies three levels of structural damage levels up to shear failure, which are categorized from minor to severe levels as green-light, yellow-light, and red-light criteria. The 'traffic light system' is validated using six shear tests on full-scale reinforced concrete beams without shear reinforcement. The robustness of the system is also validated across these tests.
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基于声发射的无剪力配筋钢筋混凝土梁剪切破坏指标
许多既有混凝土结构都需要进行有效的承载力评估。剪力是一种关键的破坏模式,特别是对于无剪力钢筋或有限剪力钢筋的混凝土结构。剪切破坏是脆性破坏,经常造成财产和生命的损失。因此,应在剪切破坏发生前进行指示。一个潜在的解决方案是使用声发射(AE)监测,它对混凝土的微小变化,甚至是结构表面和内部的微裂缝都很敏感。结合剪切破坏过程的相关知识和声发射技术,提出了一种基于声发射的剪切破坏指示系统。该系统自动识别到剪切破坏前的三个结构损伤级别,按绿灯、黄灯和红灯标准从轻微到严重进行分类。“交通灯系统”通过六次全尺寸钢筋混凝土梁的剪切试验进行了验证。系统的健壮性也通过这些测试得到验证。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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