Influence of Type of Fibers on Fresh and Hardened Properties of Three-Dimensional-Printed Cementitious Mortars

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Title: Influence of Type of Fibers on Fresh and Hardened Properties of Three-Dimensional-Printed Cementitious Mortars

Author(s): Yu Wang, Fabian B. Rodriguez, Jan Olek, Pablo D. Zavattieri, and Jeffrey P. Youngblood

Publication: Materials Journal

Volume: 121

Issue: 2

Appears on pages(s): 31-40

Keywords: fiber-reinforced cementitious composite; fiber orientation; mechanical performance; three-dimensional printing (3DP) of mortar

DOI: 10.14359/51740263

Date: 4/1/2024

Abstract:
Reinforcing strategies for three-dimensional printing (3DP) of cementitious materials (mostly mortars) have been extensively studied in recent years. Among various reinforcement strategies available for 3DP of cementitious materials, the use of fibers is frequently mentioned as a promising approach to enhance their mechanical performance. This work aims to evaluate the influence of four types of fibers (polyvinyl alcohol [PVA], nylon, rayon, and basalt) on the flowability and flexural strength of mortars used in 3DP. The flexural behavior of 3DP beams was compared with that of cast specimens, and the digital image correlation (DIC) technique was used to evaluate the development of the cracks. The fiber orientation in the reference (cast) and 3DP samples was examined using optical microscopy. The results revealed that, among four types of fibers used, the PVA fibers were most effective in increasing the flexural strength of both the cast and 3DP specimens. In addition, the results show that all fibers preferentially aligned parallel to the printing direction. 3DP specimens with filaments aligned in the direction perpendicular to the direction of the applied load showed superior flexural strength when compared to the cast specimens.

Related References:

1. Lim, S.; Buswell, R. A.; Le, T. T.; Austin, S. A.; Gibb, A. G. F.; and Thorpe, T., “Developments in Construction-Scale Additive Manufacturing Processes,” Automation in Construction, V. 21, No. 1, 2012, pp. 262-268. doi: 10.1016/j.autcon.2011.06.010

2. Menna, C.; Mata-Falcón, J.; Bos, F. P.; Vantyghem, G.; Ferrara, L.; Asprone, D.; Salet, T.; and Kaufmann, W., “Opportunities and Challenges for Structural Engineering of Digitally Fabricated Concrete,” Cement and Concrete Research, V. 133, 2020, p. 106079. doi: 10.1016/j.cemconres.2020.106079

3. Kazemian, A.; Yuan, X.; Cochran, E.; and Khoshnevis, B., “Cementitious Materials for Construction-Scale 3D Printing: Laboratory Testing of Fresh Printing Mixture,” Construction and Building Materials, V. 145, 2017, pp. 639-647. doi: 10.1016/j.conbuildmat.2017.04.015

4. Zhang, C.; Hou, Z.; Chen, C.; Zhang, Y.; Mechtcherine, V.; and Sun, Z., “Design of 3D Printable Concrete Based on the Relationship between Flowability of Cement Paste and Optimum Aggregate Content,” Cement and Concrete Composites, V. 104, 2019, p. 103406. doi: 10.1016/j.cemconcomp.2019.103406

5. Rodriguez, F. B.; Lopez, C. G.; Wang, Y.; Olek, J.; Zavattieri, P. D.; Youngblood, J. P.; Falzone, G.; and Cotrell, J., “Evaluation of Durability of 3D-Printed Cementitious Materials for Potential Applications in Structures Exposed to Marine Environments,” RILEM International Conference on Concrete and Digital Fabrication, V. 37, 2022, pp. 175-181.

6. Moini, M.; Olek, J.; Youngblood, J. P.; Magee, B.; and Zavattieri, P. D., “Additive Manufacturing and Performance of Architectured Cement-Based Materials,” Advanced Materials, V. 30, No. 43, 2018, p. 1802123. doi: 10.1002/adma.201802123

7. Nguyen-Van, V.; Tran, P.; Peng, C.; Pham, L.; Zhang, G.; and

Nguyen-Xuan, H., “Bioinspired Cellular Cementitious Structures for Prefabricated Construction: Hybrid Design and Performance Evaluations,” Automation in Construction, V. 119, 2020, p. 103324. doi: 10.1016/j.autcon.2020.103324

8. Hou, S.; Duan, Z.; Xiao, J.; and Ye, J., “A Review of 3D Printed Concrete: Performance Requirements, Testing Measurements and Mix Design,” Construction and Building Materials, V. 273, 2021, p. 121745. doi: 10.1016/j.conbuildmat.2020.121745

9. Xiao, J.; Ji, G.; Zhang, Y.; Ma, G.; Mechtcherine, V.; Pan, J.; Wang, L.; Ding, T.; Duan, Z.; and Du, S., “Large-Scale 3D Printing Concrete Technology: Current Status and Future Opportunities,” Cement and Concrete Composites, V. 122, 2021, pp. 104-115. doi: 10.1016/j.cemconcomp.2021.104115

10. Hossain, M. A.; Zhumabekova, A.; Paul, S. C.; and Kim, J. R., “A Review of 3D Printing in Construction and Its Impact on the Labor Market,” Sustainability (Basel), V. 12, No. 20, 2020, pp. 84-92. doi: 10.3390/su12208492

11. Mohan, M. K.; Rahul, A.; de Schutter, G.; and van Tittelboom, K., “Extrusion-Based Concrete 3D Printing From a Material Perspective: A State-of-the-Art Review,” Cement and Concrete Composites, V. 115, 2021, p. 103855. doi: 10.1016/j.cemconcomp.2020.103855

12. Mechtcherine, V.; Grafe, J.; Nerella, V. N.; Spaniol, E.; Hertel, M.; and Füssel, U., “3D-Printed Steel Reinforcement for Digital Concrete Construction-Manufacture, Mechanical Properties and Bond Behavior,” Construction and Building Materials, V. 179, 2018, pp. 125-137. doi: 10.1016/j.conbuildmat.2018.05.202

13. Mechtcherine, V.; Buswell, R.; Kloft, H.; Bos, F. P.; Hack, N.; Wolfs, R.; Sanjayan, J.; Nematollahi, B.; Ivaniuk, E.; and Neef, T., “Integrating Reinforcement in Digital Fabrication with Concrete: A Review and Classification Framework,” Cement and Concrete Composites, V. 119, 2021, p. 103964. doi: 10.1016/j.cemconcomp.2021.103964

14. Hack, N., and Kloft, H., “Shotcrete 3D Printing Technology for the Fabrication of Slender Fully Reinforced Freeform Concrete Elements with High Surface Quality: A Real-Scale Demonstrator,” RILEM Bookseries, V. 28, 2020, pp. 1128-1137. doi: 10.1007/978-3-030-49916-7_107

15. Neudecker, S.; Bruns, C.; Gerbers, R.; Heyn, J.; Dietrich, F.; Dröder, K.; Raatz, A.; and Kloft, H., “A New Robotic Spray Technology for Generative Manufacturing of Complex Concrete Structures without Formwork,” Procedia CIRP, V. 43, 2016, pp. 333-338. doi: 10.1016/j.procir.2016.02.107

16. Baz, B.; Aouad, G.; Leblond, P.; Al-Mansouri, O.; D’hondt, M.; and Remond, S., “Mechanical Assessment of Concrete – Steel Bonding in 3D Printed Elements,” Construction and Building Materials, V. 256, 2020, p. 119457. doi: 10.1016/j.conbuildmat.2020.119457

17. Wu, Z.; Memari, A. M.; and Duarte, J. P., “State of the Art Review of Reinforcement Strategies and Technologies for 3D Printing of Concrete,” Energies, V. 15, No. 1, 2022, 360 pp. doi: 10.3390/en15010360

18. Caron, J.-F.; Demont, L.; Ducoulombier, N.; and Mesnil, R., “3D Printing of Mortar with Continuous Fibers: Principle, Properties And Potential For Application,” Automation in Construction, V. 129, 2021, p. 103806. doi: 10.1016/j.autcon.2021.103806

19. Mechtcherine, V.; Buswell, R.; Kloft, H.; Bos, F. P.; Hack, N.; Wolfs, R.; Sanjayan, J.; Nematollahi, B.; Ivaniuk, E.; and Neef, T., “Integrating Reinforcement in Digital Fabrication with Concrete: A Review and Classification Framework,” Cement and Concrete Composites, V. 119, 2021, p. 103964.

20. Mechtcherine, V.; Nerella, V. N.; Ogura, H.; Grafe, J.; Spaniol, E.; Hertel, M.; and Füssel, U., “Alternative Reinforcements for Digital Concrete Construction,” RILEM Bookseries, V. 19, 2019, pp. 167-175. doi: 10.1007/978-3-319-99519-9_15

21. Müller, J.; Grabowski, M.; Müller, C.; Hensel, J.; Unglaub, J.; Thiele, K.; Kloft, H.; and Dilger, K., “Design and Parameter Identification of Wire and Arc Additively Manufactured (WAAM) Steel Bars for Use in Construction,” Metals, V. 9, No. 7, 2019, p. 725. doi: 10.3390/met9070725

22. lo Monte, F., and Ferrara, L., “Tensile Behavior Identification in Ultra-High-Performance Fiber-Reinforced Cementitious Composites: Indirect Tension Tests and Back Analysis of Flexural Test Results,” Materials and Structures/Materiaux et Constructions, V. 53, No. 6, 2020, pp. 1-12.

23. Cuenca, E.; Roig-Flores, M.; Garofalo, R.; Lozano-Násner, M.; Ruiz-Muñoz, C.; Schillani, F.; Borg, R. P.; Ferrara, L.; and Serna, P., “Mechanical and Durability Assessment of Concretes Obtained from Recycled Ultra-High-Performance Concretes,” RILEM Bookseries, V. 36, 2022, pp. 947-957. doi: 10.1007/978-3-030-83719-8_81

24. Wang, W.; Liu, J.; Agostini, F.; Davy, C. A.; Skoczylas, F.; and Corvez, D., “Durability of an Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) under Progressive Aging,” Cement and Concrete Research, V. 55, 2014, pp. 1-13.

25. Teng, S.; Afroughsabet, V.; and Ostertag, C. P., “Flexural Behavior and Durability Properties of High-Performance Hybrid-Fiber-Reinforced Concrete,” Construction and Building Materials, V. 182, 2018, pp. 504-515. doi: 10.1016/j.conbuildmat.2018.06.158

26. Niu, D.; Su, L.; Luo, Y.; Huang, D.; and Luo, D., “Experimental Study on Mechanical Properties and Durability of Basalt Fiber Reinforced Coral Aggregate Concrete,” Construction and Building Materials, V. 237, 2020, p. 117628. doi: 10.1016/j.conbuildmat.2019.117628

27. Zhu, B.; Pan, J.; Nematollahi, B.; Zhou, Z.; Zhang, Y.; and Sanjayan, J., “Development of 3D Printable Engineered Cementitious Composites with Ultra-High Tensile Ductility for Digital Construction,” Materials & Design, V. 181, 2019, p. 108088. doi: 10.1016/j.matdes.2019.108088

28. Yang, Y.; Wu, C.; Liu, Z.; Wang, H.; and Ren, Q., “Mechanical Anisotropy of Ultra-High-Performance Fiber-Reinforced Concrete for 3D Printing,” Cement and Concrete Composites, V. 125, 2022, p. 104310. doi: 10.1016/j.cemconcomp.2021.104310

29. Ma, G.; Li, Z.; Wang, L.; Wang, F.; and Sanjayan, J., “Mechanical Anisotropy of Aligned Fiber Reinforced Composite for Extrusion-Based 3D Printing,” Construction and Building Materials, V. 202, 2019, pp. 770-783. doi: 10.1016/j.conbuildmat.2019.01.008

30. Zhang, P.; Li, Q. F.; Wang, J.; Shi, Y.; and Ling, Y. F., “Effect of PVA Fiber on Durability of Cementitious Composite Containing Nano-SiO2,” Nanotechnology Reviews, V. 8, No. 1, 2019, pp. 116-127. doi: 10.1515/ntrev-2019-0011

31. Ling, Y.; Zhang, P.; Wang, J.; and Chen, Y., “Effect of PVA Fiber on Mechanical Properties of Cementitious Composite with and without Nano-SiO2,” Construction and Building Materials, V. 229, 2019, p. 117068. doi: 10.1016/j.conbuildmat.2019.117068

32. Song, P. S.; Hwang, S.; and Sheu, B. C., “Strength Properties of Nylon- and Polypropylene-Fiber-Reinforced Concretes,” Cement and Concrete Research, V. 35, No. 8, 2005, pp. 1546-1550. doi: 10.1016/j.cemconres.2004.06.033

33. Qin, Y.; Li, M.; Li, Y.; Ma, W.; Xu, Z.; Chai, J.; and Zhou, H., “Effects of Nylon Fiber and Nylon Fiber Fabric on the Permeability of Cracked Concrete,” Construction and Building Materials, V. 274, 2021, p. 121786. doi: 10.1016/j.conbuildmat.2020.121786

34. Westerlind, B.; Hirose, S.; Yano, S.; Hatekayama, H.; and Rigdahl, M., “Properties of Isoprene Rubber Reinforced with Treated Bleached Kraft Cellulosic Fibers or Rayon Fibers,” International Journal of Polymeric Materials, V. 11, No. 4, 1987, pp. 333-353. doi: 10.1080/00914038708078670

35. Özkan, Ş., and Demir, F., “The Hybrid Effects of PVA Fiber and Basalt Fiber on Mechanical Performance of Cost-Effective Hybrid Cementitious Composites,” Construction and Building Materials, V. 263, 2020, p. 120564. doi: 10.1016/j.conbuildmat.2020.120564

36. Arunothayan, A. R.; Nematollahi, B.; Ranade, R.; Bong, S. H.; Sanjayan, J. G.; and Khayat, K. H., “Fiber Orientation Effects on Ultra-High-Performance Concrete Formed by 3D Printing,” Cement and Concrete Research, V. 143, 2021, p. 106384. doi: 10.1016/j.cemconres.2021.106384

37. Rodriguez, F. B.; Olek, J.; Moini, R.; Zavattieri, P. D.; and Youngblood, J. P., “Linking Solids Content and Flow Properties of Mortars to their Three-Dimensional Printing Characteristics,” ACI Materials Journal, V. 118, No. 6, Nov. 2021, pp. 371-382.

38. ASTM C150/C150M-20, “Standard Specification for Portland Cement,” ASTM International, West Conshohocken, PA, 2020.

39. ASTM C494/C494M-19, “Standard Specification for Chemical Admixtures for Concrete,” ASTM International, West Conshohocken, PA, 2019.

40. Chan, Y. W., and Chu, S. H., “Effect of Silica Fume on Steel Fiber Bond Characteristics in Reactive Powder Concrete,” Cement and Concrete Research, V. 34, No. 7, 2004, pp. 1167-1172. doi: 10.1016/j.cemconres.2003.12.023

41. Liu, Y.; Shi, C.; Zhang, Z.; Li, N.; and Shi, D., “Mechanical and Fracture Properties of Ultra-High Performance Geopolymer Concrete: Effects of Steel Fiber and Silica Fume,” Cement and Concrete Composites, V. 112, 2020, p. 103665. doi: 10.1016/j.cemconcomp.2020.103665

42. Xie, J.; Zhang, Z.; Lu, Z.; and Sun, M., “Coupling Effects of Silica Fume and Steel-Fiber on the Compressive Behavior of Recycled Aggregate Concrete after Exposure to Elevated Temperature,” Construction and Building Materials, V. 184, 2018, pp. 752-764. doi: 10.1016/j.conbuildmat.2018.07.035

43. Wi, K.; Hong, J.; and Wang, K., “Determining Printable Zone of Three-Dimensional-Printable Mortar Using Flow Table Tests,” ACI Materials Journal, V. 118, No. 6, Nov. 2021, pp. 75-85.

44. Panda, B.; Sonat, C.; Yang, E. H.; Tan, M. J.; and Unluer, C., “Use of Magnesium-Silicate-Hydrate (M-S-H) Cement Mixes in 3D Printing Applications,” Cement and Concrete Composites, V. 117, 2021, p. 103901. doi: 10.1016/j.cemconcomp.2020.103901

45. ASTM C1437-15, “Standard Test Method for Flow of Hydraulic Cement Mortar,” ASTM International, West Conshohocken, PA, 2015.

46. ASTM C348-21, “Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars,” ASTM International, West Conshohocken, PA, 2021.

47. Finizio, A.; Javidi, B.; Alfieri, D.; Pierattini, G.; Coppola, G.; Ferraro, P.; de Nicola, S.; Grilli, S.; and Striano, V., “Extended Focused Image in Microscopy by Digital Holography,” Optics Express, V. 13, No. 18, 2005, pp. 6738-6749.

48. Gupta, B. S., “Manufacture, Types and Properties of Biotextiles for Medical Applications,” Biotextiles as Medical Implants, 2013, pp. 3-47.

49. Comnea-Stancu, I. R.; Wieland, K.; Ramer, G.; Schwaighofer, A.; and Lendl, B., “On the Identification of Rayon/Viscose as a Major Fraction of Microplastics in the Marine Environment: Discrimination between Natural and Manmade Cellulosic Fibers Using Fourier Transform Infrared Spectroscopy,” Applied Spectroscopy, V. 71, No. 5, 2017, pp. 939-950. doi: 10.1177/0003702816660725

50. Kuder, K. G.; Ozyurt, N.; Mu, E. B.; and Shah, S. P., “Rheology of Fiber-Reinforced Cementitious Materials,” Cement and Concrete Research, V. 37, No. 2, 2007, pp. 191-199. doi: 10.1016/j.cemconres.2006.10.015

51. Ding, T.; Xiao, J.; Zou, S.; and Zhou, X., “Anisotropic Behavior in Bending of 3D Printed Concrete Reinforced with Fibers,” Composite Structures, V. 254, 2020, p. 112808 doi: 10.1016/j.compstruct.2020.112808

52. Ye, J.; Cui, C.; Yu, J.; Yu, K.; and Dong, F., “Effect of Polyethylene Fiber Content on Workability and Mechanical-Anisotropic Properties of 3D Printed Ultra-High Ductile Concrete,” Construction and Building Materials, V. 281, 2021, p. 122586. doi: 10.1016/j.conbuildmat.2021.122586

53. Zahabizadeh, B.; Pereira, J.; Gonçalves, C.; Pereira, E. N. B.; and Cunha, V. M. C. F., “Influence of the Printing Direction and Age on the Mechanical Properties of 3D Printed Concrete,” Materials and Structures/Materiaux et Constructions, V. 54, No. 2, 2021, pp. 1-22.


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