Mechanical and Impact Properties of Engineered Cementitious Composites Reinforced with PP Fibers at Elevated Temperatures

• Published in: Fire (Basel, Switzerland) Vol. 5; no. 1; p. 3
• Main Authors: Al-Ameri, Raad A., Abid, Sallal Rashid, Özakça, Mustafa
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01-02-2022
• Subjects: ACI 544-2R; Cement; Composite materials; Compressive strength; Concrete; Ductile fracture; Ductility; ECC; Exposure; Failure; Fibers; fire; Flexural strength; Heat resistance; Heating; High temperature; high temperatures; impact ductility; Impact resistance; Impact strength; Impact tests; Mechanical properties; Performance evaluation; Polypropylene; Polyvinyl alcohol; Reinforced concrete; repeated impact; Room temperature; Shear strength; Strain hardening
• ISSN: 2571-6255; 2571-6255
• DOI: 10.3390/fire5010003

The repeated impact performance of engineered cementitious composites (ECCs) is not well explored yet, especially after exposure to severe conditions, such as accidental fires. An experimental study was conducted to evaluate the degradation of strength and repeated impact capacity of ECCs reinforced with Polypropylene fibers after high temperature exposure. Compressive strength and flexural strength were tested using cube and beam specimens, while disk specimens were used to conduct repeated impact tests according to the ACI 544-2R procedure. Reference specimens were tested at room temperature, while three other groups were tested after heating to 200 °C, 400 °C and 600 °C and naturally cooled to room temperature. The test results indicated that the reference ECC specimens exhibited a much higher failure impact resistance compared to normal concrete specimens, which was associated with a ductile failure showing a central surface fracture zone and fine surface multi-cracking under repeated impacts. This behavior was also recorded for specimens subjected to 200 °C, while the exposure to 400 °C and 600 °C significantly deteriorated the impact resistance and ductility of ECCs. The recorded failure impact numbers decreased from 259 before heating to 257, 24 and 10 after exposure to 200 °C, 400 °C and 600 °C, respectively. However, after exposure to all temperature levels, the failure impact records of ECCs kept at least four times higher than their corresponding normal concrete ones.