Controlling the Fracture Location of Capsules Using the Bonding Surface Characteristics of Photocurable Resin

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Abstract:

In recent years, self-healing research has been actively carried out to increase the life and stability of concrete structures. A representative method of concrete self-healing is a method using a bacterial substrate and a capsule. Bacteria-based self-healing is greatly influenced by the external environment, and sleeping structures are more suitable for capsule-based methods. In this study, the mechanical properties of the bonding surface of the photocurable resin are used to grow cracks in the capsule so that the self-healing capsule pops out and the healing liquid inside the capsule can be diffused efficiently. We proceeded with research to form pathways. The study analyzed the concordance rate of the bonding surface of the capsule and the judging position, and analyzed the factors affecting the concordance rate. As a result, by adjusting the number of bonding surfaces and the degree of air bubble removal, the rate of coincidence between the bonding surfaces and the fracture position was increased from 15.48% to 63.18% by a factor of 4.08.

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Materials Science Forum (Volume 1101)

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55-60

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October 2023

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© 2023 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhu Y, Cao K, Chen M, Wu L, Synthesis of UV-responsive self-healing microcapsules and their potential application in aerospace coatings, ACS applied materials & interfaces., 11(2019) 33314-22.

DOI: 10.1021/acsami.9b10737

Google Scholar

[2] Shah S, Ouyang C, Fracture mechanics for failure of concrete, Annual review of materials science, 24(1994)293-320.

DOI: 10.1146/annurev.ms.24.080194.001453

Google Scholar

[3] Ottosen NS, A failure criterion for concrete, Journal of the Engineering Mechanics Division, 103(1977)527-35.

Google Scholar

[4] Bin S, Li Z, Multi-scale modeling and trans-level simulation from material meso-damage to structural failure of reinforced concrete frame structures under seismic loading, Journal of Computational Science,12(2016)38-50.

DOI: 10.1016/j.jocs.2015.11.003

Google Scholar

[5] Vijay K, Murmu M, Deo SV, Bacteria based self healing concrete–A review, Construction and building materials, 152(2017)1008-14.

DOI: 10.1016/j.conbuildmat.2017.07.040

Google Scholar

[6] Talaiekhozani A, Abd Majid MZ, A review of self-healing concrete research development, Journal of Environmental Treatment Techniques, 2(2014)1-11.

Google Scholar

[7] Seifan M, Samani AK, Berenjian A. Bioconcrete: next generation of self-healing concrete, Applied microbiology and biotechnology, 100(2016)2591-602.

DOI: 10.1007/s00253-016-7316-z

Google Scholar

[8] Jonkers HM, Schlangen E. Development of a bacteria-based self healing concrete, Tailor Made Concrete Structures, 1(2008)425-30

DOI: 10.1201/9781439828410.ch72

Google Scholar

[9] De Belie N, Gruyaert E, Al‐Tabbaa A, Antonaci P, Baera C, Bajare D, A review of self‐healing concrete for damage management of structures, Advanced materials interfaces, 5(2018)1800074.

DOI: 10.1002/admi.201800074

Google Scholar

[10] Jonkers HM, Self healing concrete: a biological approach, Self healing materials: an alternative approach to 20 centuries of materials science, (2007)195-204.

DOI: 10.1007/978-1-4020-6250-6_9

Google Scholar

[11] Wang X, Sun P, Han N, Xing F, Experimental study on mechanical properties and porosity of organic microcapsules based self-healing cementitious composite, Materials, 10(2017)20.

DOI: 10.3390/ma10010020

Google Scholar

[12] Chen PW, Erb RM, Studart AR, Designer polymer-based microcapsules made using microfluidics, Langmuir, 28(2012)144-52.

DOI: 10.1021/la203088u

Google Scholar

[13] Nishiwaki T, Fundamental study on development of intelligent concrete with self-healing capability, Master's Thesis, 1997.

Google Scholar

[14] Mihashi H, Kaneko Y, Nishiwaki T, Otsuka K, Fundamental study on development of intelligent concrete characterized by self-healing capability for strength, Transactions of the Japan Concrete Institute, 22(2000)441-50.

DOI: 10.3151/crt1990.11.2_21

Google Scholar

[15] Sul IH, Youn JR, Song YS, Bubble development in a polymeric resin under vacuum, Polymer Engineering & Science, 52(2012)1733-9.

DOI: 10.1002/pen.23112

Google Scholar

[16] Hashemi SA, Mousavi SM, Effect of bubble based degradation on the physical properties of Single Wall Carbon Nanotube/Epoxy Resin composite and new approach in bubbles reduction, Composites Part A: Applied Science and Manufacturing, 90(2016)457-69.

DOI: 10.1016/j.compositesa.2016.08.015

Google Scholar

[17] Afendi M, Banks W, Kirkwood D, Bubble free resin for infusion process, Composites Part A: applied science and manufacturing, 36(2005)739-46.

DOI: 10.1016/j.compositesa.2004.10.030

Google Scholar

[18] Aaboud B, Saouab A, Park CH, Modeling of air bubble dynamics during resin transfer molding by pore doublet model, The International Journal of Advanced Manufacturing Technology, 105(2019)2343-55.

DOI: 10.1007/s00170-019-04435-1

Google Scholar