PET particles modify strain hardening cementitious composites: An approach to introduce defects to enhance deformation capacity

• Published in: Construction & building materials 2024-10, Vol.447, p.138064, Article 138064
• Main Authors: Chen, Shi-Jia, Liu, Run-An, Huang, Xin-Ying, Yang, Ze-Ming, Lin, Jia-Xiang
• Format: Article
• Language: English
• Subjects: Crack; Enhance deformation ability; PET; Strain-Hardening Cementitious Composites; Tensile behaviors
• ISSN: 0950-0618
• DOI: 10.1016/j.conbuildmat.2024.138064

Enhancing deformation capabilities remains a critical direction in the research of Strain-Hardening Cementitious Composites (SHCC). This investigation introduces Polyethylene Terephthalate (PET) particles as a novel method to induce micro-defects within SHCC, aiming to reduce the material's initial crack strength and improve its deformability. Through the exploration of various PET particle volumetric substitutions for traditional aggregates, the development of PET particle-modified SHCC (PMSHCC) was achieved. The paper examines the impact and mechanisms of different PET volumetric substitution rates (0 %, 5 %, 10 %, 15 %, 20 %, and 25 %) on the workability, axial compression strength and tensile properties of PMSHCC. By employing Digital Image Correlation techniques, the progression of crack width and density in PMSHCC under tensile load was documented, facilitating an analysis of the influence mechanisms of varying PET volumetric substitution rates on the tensile strain-hardening behavior of PMSHCC. The findings indicate that the increased Interfacial Transition Zone (ITZ) thickness between PET particles and the cement matrix, combined with the lower elastic modulus of PET particles compared to the cement matrix and quartz sand, collectively contribute to a reduction in tensile initial crack strength and an enhancement in ultimate tensile strain of PMSHCC. Within the examined range, an increase in the PET volumetric substitution rate significantly improves the ultimate tensile strain of PMSHCC by up to 76.0 %, with a minimal reduction in tensile strength of only 3.99 %. Moreover, the study proposes a tensile linear strengthening elasto-plastic model for PMSHCC incorporating the PET substitution rate, enabling accurate prediction of the material's tensile stress-strain behavior. These findings not only offer a novel pathway for the utilization of waste plastics but also provide significant insights for enhancing the deformability of SHCC. [Display omitted] •PET particles enhance SHCC, creating a novel composite.•Workability, microstructure, and mechanical properties of PMSHCC were studied.•Wider ITZ from PET boosts PMSHCC's deformability.•PET content crucially affects PMSHCC's cracking behavior.•A model for PMSHCC's tensile behavior, considering PET ratio, is proposed.