Recent studies on the mechanical properties of Engineered Cementitious Composite

• Published in: IOP conference series. Earth and environmental science Vol. 1327; no. 1; pp. 12009 - 12023
• Main Authors: Khan, Mohammad Khalil, Nag, Swagata, Jaggi, Sahil
• Format: Journal Article
• Language: English
• Published: Bristol IOP Publishing 01.04.2024
• Subjects: Compressive strength; Construction; ECC; Fiber composites; Fiber volume fraction; Flexural strength; Mechanical properties; Retrofitting; Slabs; Structural behavior; Tensile strain; Tensile strength
• ISSN: 1755-1307; 1755-1315
• DOI: 10.1088/1755-1315/1327/1/012009

Abstract Engineered Cementitious Composite (ECC) is a type of High-Performance Fiber-Reinforced Cementitious Composite (HPFRCC) that has emerged as a promising material for use in construction and engineering. ECC is designed based on micromechanical theory, resulting in a remarkable tensile strain capacity of over 6%, while maintaining a low fiber volume fraction of no more than 2%. The material’s high flexibility enables it to be molded into various shapes, and it exhibits excellent mechanical properties, making it suitable for field applications such as the construction of joint-less deck slabs, link slabs, and retrofitting of critical structures like dams and tunnels. However, the accurate characterization of ECC’s properties requires the use of appropriate testing methods, particularly regarding its mechanical characteristics, including compressive strength, flexural strength, and direct and indirect tensile strength. This review highlights the significance of understanding ECC’s mechanical properties and emphasizes the importance of using appropriate testing techniques to evaluate the material’s properties and structural behavior.