自固结高性能SFRC:意大利结构应用实例

L. Ferrara, M. Prisco, N. Ozyurt
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引用次数: 3

摘要

本文讨论了在自固结混凝土(SCC)基体中加入纤维如何利用其优异的新鲜状态性能来实现不连续线状钢筋的均匀分散。SCC和纤维增强混凝土(FRC)技术之间的这种积极协同作用对于促进可靠的结构应用至关重要。研究表明,通过一组平衡良好的混合料新鲜状态特性,纤维可以沿着新鲜混凝土流动的方向有效地定向。在同一方向上获得优越的材料力学性能。可以追求纤维的“定制”方向,以获得特定应用可能需要的挠曲,甚至应变硬化行为。本文以意大利正在进行的一个项目为例,详细介绍了采用“整体”方法设计自固结高性能纤维增强混凝土(SCHPFRC)构件的步骤。在这个框架中,混合成分和铸造工艺都是根据结构元件的预期性能设计的,以优化材料和结构效率。这将允许在元件的形状和它在结构组件中执行的功能之间追求理想的更紧密的对应关系。纤维增强胶凝复合材料的适当平衡的新鲜状态性能将允许“塑造”元件的形状,并使纤维沿着由其结构功能产生的主拉伸应力的方向定向。
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Self-Consolidating High-Performance SFRC: An Example of Structural Application in Italy
This paper discusses how the addition of fibers into a self-consolidating concrete (SCC) matrix can take advantage of the superior fresh state performance to achieve homogeneous dispersion of the discontinuous wirelike reinforcement. Such a positive synergy between SCC and fiber reinforced concrete (FRC) technologies is of paramount importance to promote reliable structural applications. It has been shown that, through a well balanced set of fresh state properties of the mix, fibers can be effectively oriented along the direction of the fresh concrete flow. Superior mechanical performance of the material is obtained in the same direction. A “tailored” orientation of the fibers may be pursued to obtain a deflection-, or even a strain-hardening, behavior that may be required by the specific application. With reference to a project on going in Italy, this paper details the steps of a “holistic” approach to the design of Self Consolidating High Performance Fiber Reinforced Concrete (SCHPFRC) elements. In this framework both the mix composition and the casting process are designed to the anticipated performance of the structural element, in the sight of an optimized material and structural efficiency. This would allow for the pursuit of desirable closer correspondence between the shape of an element and the function it performs in a structure assembly. A suitably balanced fresh-state performance of the fiber reinforced cementitious composite would allow to “mold” the shape of an element and to orient the fibers along the direction of the principal tensile stresses resulting from its structural function.
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