JUSTIFICATION OF REINFORCEMENT PARAMETERS FOR PRODUCTS MADE OF NATURAL STONE WITH STEEL AND COMPOSITE CORES

Kotenko Volodymyr, Ostafychuk Nelya, Piskun Ihor, Kunytska Maryna, Sydorenko Andriy
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Abstract

Purpose. The objective of this study is to investigate the feasibility of using steel and composite reinforcement to enhance the strength characteristics of products made of natural stone. Methodology. The preparation of specimens for conducting strength tests is performed and described. Recommendations are provided for the preparation, configuration, and utilization of the main tools and materials involved in the research. The components of the experiment aimed at determining the strength characteristics of the specimens are developed and described. Based on the obtained data, calculations of the primary force parameters during the failure of the specimens under bending loads are carried out. Results. The research findings on the application of steel and composite reinforcement methods to improve the strength properties of stone products revealed that the use of composite reinforcement consistently increases deformation under higher loads, indicating better control of plastic deformation compared to steel reinforcement. However, the ultimate strength and load-bearing capacity of specimens reinforced with composite reinforcement are lower than those reinforced with steel reinforcement. Scientific novelty lies in the systematic analysis and comparison of the effectiveness of different types of reinforcement in enhancing the strength characteristics of products made of natural stone, as well as in the development of methodology and experimental procedures for determining force parameters. The obtained results indicate the potential of composite reinforcement for controlled plastic deformation and establish limitations regarding ultimate strength and load-bearing capacity. Practical significance of the research lies in providing recommendations and information that can be utilized by designers, engineers, and construction professionals in the manufacturing of products made of natural stone, as well as in the planning and implementation of construction projects involving natural stone.
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天然石材配钢和复合芯材加固参数的确定
目的。本研究的目的是探讨使用钢和复合钢筋来提高天然石材制品强度特性的可行性。进行强度试验的试样的准备工作进行了描述。对研究中涉及的主要工具和材料的准备、配置和利用提出了建议。旨在确定试样强度特性的实验组成部分被开发和描述。在此基础上,对试件在弯曲荷载作用下破坏时的主要受力参数进行了计算。应用钢筋和复合加固方法提高石材强度性能的研究结果表明,复合加固的使用在更高荷载下持续增加变形,表明与钢筋相比,复合加固对塑性变形的控制更好。但复合钢筋加固试件的极限强度和承载力均低于钢筋加固试件。科学的新颖性在于系统地分析和比较不同类型的钢筋在提高天然石材制品强度特性方面的有效性,以及制定确定力参数的方法和实验程序。所得结果表明复合增强材料具有控制塑性变形的潜力,并建立了极限强度和承载能力的限制。本研究的现实意义在于为设计师、工程师和建筑专业人员在天然石材产品的制造过程中,以及在涉及天然石材的建筑项目的规划和实施中提供建议和信息。
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