4.7 Article

Relationship between microstructure and strain-hardening behaviour of 3D printed engineered cementitious composites

Journal

CEMENT & CONCRETE COMPOSITES
Volume 133, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2022.104677

Keywords

3D concrete printing; Strain-hardening cementitious composites; Tensile properties; Microcracking; Fibre bridging effect; Pore structure

Funding

  1. National Natural Science Foundation of China [52130210]
  2. Victoria-Jiangsu Innovation and Technology RD Fund [BZ2020019]
  3. China Scholarship Council [202006090274]
  4. Engineering and Physical Sciences Research Council (EPSRC) , UK [EP/R041504/1]
  5. Royal Society, UK [IEC\NSFC\191417]
  6. Visiting Researcher Fund Program of State Key Laboratory of Water Resources and Hydro-power Engineering Science, China [2019SGG01]

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The tensile behavior of printed ECC is influenced by its microstructure, including pore structure characteristics, fiber orientation, and fiber dispersion. Printed ECC with certain fiber lengths showed unique tensile ductility and crack width. The differences in microstructure between printed ECC and normal ECC affect their pore structure and tensile properties. Additionally, printed ECC exhibits a more uniform dispersion of fibers and higher tensile strength compared to normal ECC.
The tensile behaviour of engineered cementitious composites (ECC) is highly dependent on their microstructure characteristics. To date, the strain-hardening behaviour of printed ECC in relation to its microstructure is not yet fully understood. This study presents a systematic investigation on the macroscopic mechanical properties of normal and printed ECC with various polyethylene (PE) fibre lengths (6 and 12 mm) in relation to their microstructural features in terms of pore structure characteristics, fibre orientation and fibre dispersion through a series of mechanical tests and X-ray computed tomography (CT) and backscattered electron (BSE) image acquisition, processing and analysis. Results indicate that it is desirable to use block specimens for mould-casting fabrication as contrast to printed ECC samples. The printed ECC containing 1.5 vol% 6 mm and 0.5 vol% 12 mm PE fibres by extrusion-based 3D printing exhibits unique tensile ductility of over 5% and average crack width of less than 100 mu m. Regarding pore structure, normal ECC has a higher probability of large pores (over 1 mm3) than printed ECC, which would increase the risk of damage localization and lead to a significant variation in tensile properties. Besides, normal ECC with thickness of 30 mm and printed ECC possess a similar fist cracking strength as indicated by similar pore size and fracture toughness. Compared to normal ECC, printed ECC has a more uniform dispersion of PE fibres, the orientation of which is more perpendicular to the loading direction, resulting in a higher average tensile strength and strain capacity than normal ECC.

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