提高钢管混凝土构件的弯曲强度和变形特性

Mikhail Izbash, F. Kazimagomedov, Yuriy Izbash
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摘要

本文致力于研究整体钢筋混凝土结构的类型,即钢管混凝土(CFST)单元。由于它们的高变形性,它们主要用于压缩而很少用于弯曲。然而,压缩和弯曲单元并存的钢管混凝土结构仍有发展的趋势。当弯曲时,反侧压力从钢管传递到混凝土核心,在混凝土中创造了有利的条件-体积应力,这显着增加了材料的抗弯强度。为确定不同配比的纤维增强混凝土(FRC)填充钢-钢筋混凝土(组合)结构的承载力和变形能力,进行了试验研究。选择了钢管混凝土构件抗弯混凝土芯材的最优组成,提高了构件的强度和变形特性。为选择最优混凝土芯材组合,制作了一系列试件,进行了压缩、拉伸和弯曲试验,并对混凝土芯材与金属套管的弹性模量和附着性进行了研究。混凝土芯的最佳解决方案是混凝土改性剂(CM)和金属纤维的混合物,因为混凝土芯和金属外壳之间的附着力增加。通过实验研究,建立并给出了荷载-挠度关系图。研究结果表明,随着混凝土物理力学性能的提高和与钢的粘结程度的提高,横向变形减小。为了进一步的研究发展,可以建立数值模型来更详细地描述和预测这些元件在不同参数下的行为,这将有助于更好地理解管芯的联合运行。
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Improving strength and deformation characteristics of concrete-filled steel tubular elements in bending
The article is devoted to the investigation of the type of monolithic reinforced concrete structures, known as Concrete-Filled Steel Tubular (CFST) elements. They are mostly used in compression and rarely in bending, due to their high deformability. However, there is still a trend in the development of CFST structures with both compressed and bent elements. While bending the reactive lateral pressure transmits from the steel tube to the concrete core creating a favorable condition - volumetric stresses in the concrete, which increases the flexural strength of the material significantly. Experimental studies have been carried out to determine the bearing capacity and deformability of steel-reinforced concrete (composite) structures filled with fiber-reinforced concrete (FRC) of different compositions. The optimal composition of the concrete core for CFST elements in bending was selected, it helped to increase the strength and deformation characteristics of the element. To choose this optimal composition of the concrete core among others, a series of specimens were prepared and tested in compression, tensile and bending tests, and together with that, the modulus of elasticity and adhesion between the concrete core and the metal casing were studied. As the optimal solution for the concrete core – a mixture of concrete modifier (CM) and metal fibers were selected, due to an increase in the adhesion between the concrete core and the metal casing. As a result, of experimental studies, graphs of load-deflection dependencies were built and presented. The research results proved that with an increase in the physical and mechanical properties of concrete together with the degree of its adhesion to steel, transverse deformations decrease. For further research development, numerical modeling might be created to describe and foresee the behavior of such elements with different parameters in more detail, which will lead to a better understanding of the combined operation of the tube and core.
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