Flaw characterization and correlation with cracking strength in Engineered Cementitious Composites (ECC)

• Published in: Cement and concrete research Vol. 107; pp. 64 - 74
• Main Authors: Lu, Cong, Li, Victor C., Leung, Christopher K.Y.
• Format: Journal Article
• Language: English
• Published: Elmsford Elsevier Ltd 01.05.2018; Elsevier BV
• Subjects: Cement; Cement reinforcements; CEMENTS; Characterization (B); COMPOSITE MATERIALS; Computed tomography; Computer simulation; COMPUTERIZED TOMOGRAPHY; CRACKS; DEFECTS; Engineered cementitious composites; Fiber composites; FIBERS; MATERIALS SCIENCE; Mathematical models; MECHANICAL PROPERTIES; Mechanical properties (C); Modeling(E); Pore size; Pore size distribution (B); REINFORCED MATERIALS; SIMULATION; STRAIN HARDENING; Strength; STRESSES; Tensile strength; Mechanical properties (C); Characterization (B); Pore size distribution (B); Engineered cementitious composites; Modeling(E)
• ISSN: 0008-8846; 1873-3948
• DOI: 10.1016/j.cemconres.2018.02.024

Engineered Cementitious Composite (ECC) is a class of fiber reinforced composites showing strain hardening behavior. The variation of cracking strength among various sections of a tensile specimen is a key factor governing the cracking behaviors of ECC. This study employs X-ray computed tomography method to investigate the correlation between cracking strength and flaw distribution in ECC, and identifies the dimensions of pre-existing flaws to be the main influencing parameters. Specifically, the largest cross-sectional area of a flaw perpendicular to stress can be well correlated with cracking strength. To validate the observation, the classic model on first crack strength is modified in this study by adopting a refined fiber bridging relation and employing iterated crack profile. The simulated cracking strength vs flaw size relation is in good agreement with test results. This study provides an improved understanding of the multiple cracking mechanism in ECC, which is useful for material design.