Tang Jinhui, Gao Chang, Li Yi, Xu Jie, Huang Jiale, Xu Disheng, Hu Zhangli, Han Fangyu, Liu Jiaping
School of Materials Science and Engineering, Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing, China.
State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co. Ltd., Nanjing, China.
Research (Wash D C). 2024 Dec 26;7:0518. doi: 10.34133/research.0518. eCollection 2024.
Concrete is the most widely used and highest-volume basic material in the word today. Enhancing its toughness, including tensile strength and deformation resistance, can boost the structural load-bearing capacity, minimize cracking, and decrease the amount of concrete and steel required in engineering projects. These advancements are crucial for the safety, durability, energy efficiency, and emission reduction of structural engineering. This paper systematically summarized the brittle characteristics of concrete and the various structural factors influencing its performance at multiple scales, including molecular, nano-micro, and meso-macro levels. It outlines the principles and impacts of concrete toughening and crack prevention from both internal and external perspectives, and discusses recent advancements and engineering applications of toughened concrete. In situ polymerization and fiber reinforcement are currently practical and highly efficient methods for enhancing concrete toughness. These techniques can boost the matrix's flexural strength by 30% and double its fracture energy, achieving an ultimate tensile strength of up to 20 MPa and a tensile strain exceeding 0.6%. In the future, achieving breakthroughs in concrete toughening will probably rely heavily on the seamless integration and effective synergy of multi-scale toughening methods.
混凝土是当今世界使用最广泛、用量最大的基础材料。提高其韧性,包括抗拉强度和抗变形能力,可增强结构承载能力,最大限度减少开裂,并减少工程项目所需的混凝土和钢材用量。这些进展对结构工程的安全性、耐久性、能源效率和减排至关重要。本文系统总结了混凝土的脆性特征以及在分子、纳米-微观和细观-宏观等多个尺度上影响其性能的各种结构因素。从内部和外部角度概述了混凝土增韧和防裂的原理及影响,并讨论了增韧混凝土的最新进展和工程应用。原位聚合和纤维增强是目前提高混凝土韧性切实可行且高效的方法。这些技术可使基体的抗弯强度提高30%,使其断裂能加倍,实现高达20MPa的极限抗拉强度和超过0.6%的拉伸应变。未来,混凝土增韧取得突破可能很大程度上依赖于多尺度增韧方法的无缝集成和有效协同。