Unified design-oriented model for the shear strengthening of masonry walls with Inorganic Mortar Composite systems

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-08-01 Epub Date: 2025-04-24 DOI:10.1016/j.engstruct.2025.120394
Silvia Calò , Alessio Cascardi , Maria Antonietta Aiello
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Abstract

Masonry structures may exhibit fragile behavior in seismic-prone zones. In fact, most of the energy dissipation is achieved by means of shear cracking. Consequently, in-plane retrofitting is recommended. Among the different techniques, the use of Inorganic Mortar Composite (IMC) systems is nowadays under the magnifying glass due to the appreciable advantages related to the mechanical and chemical compatibility with existing masonry substrates and, at the same time, to the possible removability of the intervention itself. Nonetheless, the available design formulae are often inadequate for predicting the additional strength provided by the dry fabric-based systems (namely Fabric Reinforced Cementitious Matrix/Mortar – FRCM) because of the plurality of options in the side-by-side placing the masonry, mortar-matrix and the reinforcement (i.e. fiber mesh/fabric). The main lacks consist in neglecting the specific contribution of the FRCM-matrix, as well as the matrix-to-fabric bond interaction. Furthermore, in case of pre-impregnated fabric (namely Composite Reinforced Mortar – CRM), an analytical model is currently missed in design Codes. In the light of this, the present paper aims to propose a novel empirical set of equations (for both FRCM and CRM cases) based on large and critical data collection, clustering, cleaning, and processing. The goal is to meet high accuracy of the foreseen using simple formulations in the perspective of design Code targeted to practitioners. Innovation is stated in providing a unified approach - first - able to account both countable (i.e. geometrical and mechanical properties of the substrate and the strengthening) and categorical (i.e. type of IMC-system, use of connectors and symmetry/asymmetry of the strengthening) variables - second. In such a way, an exploitation ratio of the matrix-to-fabric bond interaction is proposed and validated for both the FRCM- and CRM-systems. Lastly, the theoretical versus experimental comparison, associated with parametric analysis, demonstrated the reliability of the proposal, as well as the improved accuracy against other existing models.
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无机砂浆复合体系砌体墙体抗剪加固统一设计导向模型
在地震易发地带,砌体结构可能表现出脆弱的行为。事实上,大部分的能量耗散是通过剪切开裂的方式实现的。因此,建议进行平面内改造。在不同的技术中,无机砂浆复合材料(IMC)系统的使用如今受到了广泛的关注,因为它与现有砌体基材的机械和化学相容性有明显的优势,同时也有可能去除干预本身。尽管如此,现有的设计公式往往不足以预测基于干织物的系统(即织物增强水泥基质/砂浆- FRCM)提供的额外强度,因为砌体、砂浆基质和钢筋(即纤维网/织物)并排放置的选择多种多样。主要的不足在于忽略了frcm -矩阵的具体贡献,以及矩阵-织物键的相互作用。此外,对于预浸渍织物(即复合增强砂浆- CRM),目前在设计规范中缺少分析模型。鉴于此,本文旨在基于大量关键数据的收集、聚类、清理和处理,提出一套新的经验方程(适用于FRCM和CRM案例)。目标是在针对从业者的设计代码的角度使用简单的公式来满足预期的高精度。创新在于提供了一种统一的方法——首先,能够考虑可计数(即基材和强化的几何和机械性能)和分类(即imc系统的类型、连接器的使用和强化的对称性/非对称性)变量——其次。通过这种方式,提出并验证了FRCM-和crm -系统中基质-织物键相互作用的开发比率。最后,通过理论与实验对比,结合参数分析,证明了该建议的可靠性,以及相对于其他现有模型的精度提高。
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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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