混凝土-混凝土接口:互锁结构,提高韧性

IF 5.3 2区 工程技术 Q1 MECHANICS
Sofia Papoulidou, Shan He, Branko Šavija, Mladena Luković
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引用次数: 0

摘要

混凝土与混凝土的界面是脆性的,用钢加固以确保力传递并提供延性。最近对陶瓷和聚合物的研究表明,通过实现复杂的互锁几何形状,称为双稳互锁,可以增加固有脆性材料及其连接的韧性。本研究将“双稳互锁”概念应用于胶凝材料(应变硬化胶凝复合材料,SHCC),为提高混凝土界面韧性提供了一种新方法。双稳态联锁机制是通过几何设计双半径表面形貌,在拉伸载荷下锁定在两个硬化位置,并与SHCC材料硬化联锁相结合实现的。研究的重点是界面形状(直线vs弯曲)和几何特征(界面键的长度和直径)以及界面处理(铸造、润滑和预制)的影响。研究结果强调了界面处理的关键作用。未经处理的强界面的试样无法激活双稳态行为,主要是由于键断裂而失败。润滑的界面促进了关键的拔出,与未处理的样品相比,弯曲样品的能量吸收率高达80%。体系结构界面的抗拉强度达到SHCC强度的30%左右,而其变形能力提高了一倍。这些结果强调了定制、坚固连接及其在预制混凝土组件设计中的应用的潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Concrete-to-concrete interfaces: Interlocking architecture for improved toughness
Concrete-to-concrete interfaces are brittle and reinforced with steel to ensure force transfer and provide ductility. Recent research in ceramics and polymers shows that by implementing intricate interlocking geometries, named bistable interlocks, toughness can be added to inherently brittle materials and their connections. In this research, the “bistable interlock” concept is applied to cementitious materials (strain-hardening cementitious composites, SHCC) offering a novel approach to increase the toughness of concrete interfaces. A bistable interlock mechanism is achieved by geometrically designing double-radii surface morphologies that can lock into two hardening positions under tensile loads and is combined with material hardening interlock of SHCC. The investigation focused on the effects of interface shape (straight vs. curved) and geometric characteristics (key length and diameter of interface keys), and interface treatments (as-cast, lubricated, and prefabricated). The findings highlight the critical role of interface treatment. Specimens with an untreated, strong interface were unable to activate bistable behavior, primarily failing due to key rupture. Lubricated interfaces facilitated key pullout, demonstrating in curved specimens up to 80% higher energy absorption compared to untreated specimens. The tensile strength of the architectured interface reached about 30% of the SHCC strength, whereas its deformation capacity was doubled. These results underscore the potential for customized, tough connections and their application in the design of precast concrete components.
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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