• Title/Summary/Keyword: 자기 치유

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Self-healing Engineering Materials: I. Organic Materials (자기치유 공학재료: I. 유기 재료)

  • Choi, Eun-Ji;Wang, Jing;Yoon, Ji-Hwan;Shim, Sang-Eun;Yun, Ju-Ho;Kim, Il
    • Clean Technology
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    • v.17 no.1
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    • pp.1-12
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    • 2011
  • Scientists and engineers have altered the properties of materials such as metals, alloys, polymers, ceramics, and so on, to suit the ever changing needs of our society. Man-made engineering materials generally demonstrate excellent mechanical properties, which often tar exceed those of natural materials. However, all such engineering materials lack the ability of self-healing, i.e. the ability to remove or neutralize microcracks without intentional human interaction. The damage management paradigm observed in nature can be reproduced successfully in man-made engineering materials, provided the intrinsic character of the various types of engineering materials is taken into account. Various self-healing ptotocols that can be applied for the organic materials such as polymers, ionomers and composites can be developed by utilizing suitable chemical reactions and physical intermolecular interactions.

Structural Capacity of Poles Using Crack Self-healing Concrete (균열자기치유용 콘크리트를 사용한 전주의 구조 성능)

  • Yoo, Sung-Won;Kim, Sang-Jun;Park, Hong-Gi
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.3
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    • pp.222-227
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    • 2018
  • Recently, due to the deterioration and various natural disasters caused by the passage of concrete pole for 20~30 years or more, damage and destruction of the poles have increased the demand for maintenance. In this paper, 10 flexural strength test specimens were fabricated by using crack self - healing concrete of Fly ash, GGBS, CA, etc. The compressive strength of the concrete with slag was found to be excellent, but the concrete with fly ash was slightly below the reference strength. In addition, the crack loadings of the specimens satisfied the criteria of KS F 4304. In the case of the load-deflection and strain relations, the behavior of the fly ash specimens was similar, but in the specimens containing the blast furnace slag, The results showed that a large amount of strain occurred.

RNG-based Scatternet Formation Algorithm for Small-Scale Ad-Hoc Network (소규모 분산망을 위한 RNG 기반 스캐터넷 구성 알고리즘)

  • Cho, Chung-Ho
    • Journal of Internet Computing and Services
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    • v.8 no.4
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    • pp.17-29
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    • 2007
  • This paper addresses a RNG based scatternet topology formation, self-healing, and routing path optimization for small-scale distributed environment, which is called RNG-FHR(Scatternet Formation, self-Healing and self-Routing path optimization) algorithm. We evaluated the algorithm using ns-2 and extensible Bluetoothsimulator called blueware to show that RNG-FHR does not have superior performance, but is simpler and more practical than any other distributed algorithms from the point of depolying the network in the small-scale distributed dynamic environment due to the exchange of fewer messages and local control. As a result, we realized that even though RNG-FHR is unlikely to be possible for deploying in large-scale environment, it surely can be deployed for performance and practical implementation in small-scale environment.

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An Experimental Study on the Quality and Crack Healing Properties of Self-Healing Mortar Containing Solid Capsules using Crystal Growth Type Inorganic Materials (결정성장형 무기재료 활용 고상 캡슐을 혼합한 자기치유 모르타르의 품질 및 균열 치유 특성에 관한 실험적 연구)

  • Oh, Sung-Rok;Kim, Cheol-Gyu;Nam, Eun-Joon;Choi, Yun-Wang
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.1
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    • pp.120-128
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    • 2020
  • In this study, solid capsules using crystal growth-type inorganic materials that can be directly mixed with mortar were prepared. Thus, three levels of solid capsules were prepared. The prepared solid capsule was mixed with 3% of the cement mass, was evaluated quality and crack healing properties of the mortar. As a test results of the table flow and air content of the mortar mixed with the solid capsules showed that mix of the solid capsules was no effect on the table flow and air volume. As a test result of the crack healing properties of the mortar mixed with the solid capsule according to water flow test and crack closing test, the initial flow rate was decreased, it was confirmed that the reaction product occurred over time and the cracks were healed.

Water Permeability Performance Evaluation of Mortar Containing Crack Self-healing Mineral Admixtures (균열 자기치유 재료 혼입 모르타르의 투수성능 평가)

  • Lee, Woong-Jong;Hwang, Ji-Soon;Ahn, Sang-Wook;Lee, Kwang-Myong
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.4
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    • pp.463-469
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    • 2016
  • In this paper, compressive strength and water permeability performance for two types of crack self-healing materials such as SH-PO-0 composed of mineral admixtures(expansive agent, swelling material and crystal growth agent) and SH-PO-(5, 15, 30) blended with SH-PO-0 and phosphate additive(PO) dissolving easily calcium ion, were evaluated. The test results show that the water flow of SH-PO-0 decreased steeply at the early age although compressive strength decreased about 9% at 28 days compared with OPC. The higher PO replacement ratio is, the lower compressive strength and more improved water permeability performance is, and thus, based on such results, adequate PO replacement ratio is 15%. It is also found that the self-healing performance of SH-PO-15 was quite improved at the early ages and however, the performance of SH-PO-15 is similar to one of SH-PO-0 at long-term ages, and 28 days compressive strength of SH-PO-15 decreased about 8% compared with SH-PO-0. In addition, it is confirmed from the analysis of SEM-EDS that calcium ions of SH-PO-15 were crystallized more than those of SH-PO-0.

Review of Numerical Approaches to Simulate Time Evolution of Excavation-Induced Permeability in Argillaceous Rocks (점토질 퇴적암 내 굴착영향영역 투수특성의 시간경과 변화 파악을 위한 수치해석기법에 대한 고찰)

  • Kim, Hyung-Mok;Park, Eui-Seob
    • Tunnel and Underground Space
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    • v.30 no.6
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    • pp.519-539
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    • 2020
  • We reviewed numerical approaches to assess a hydraulic properties of excavation-disturbed zone (EDZ)created in argillaceous sedimentary rocks. It has been reported that fractures in the sedimentary rocks containing expansive clays are gradually closing due to swelling and their permeabilities are evolving to the level of in-tact rock, which is known as a self-healing or self-sealing process. The numerical approaches introduced here are capable of simulating spatio-temporal variation of EDZ permeability during long-term operation of a repository by including the self-healing characteristics of fractures, which wa observed in laboratory as well as in-situ experiments, The applicability of the numerical approaches was verified from the comparison to in-situ measurements of EDZ permeability at underground research laboratories.

Implications of the Writing to Heal 'Mediated by Places as Catalyst' for Geographical Education ('장소를 촉매로 한' 치유의 글쓰기와 지리교육적 함의 -'나를 키운 장소'를 주제로 한 적용 사례-)

  • Han, Hee-Kyong
    • Journal of the Korean Geographical Society
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    • v.48 no.4
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    • pp.589-607
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    • 2013
  • Writing to heal is a writing that the self chews over his/her life and expresses what he/she is. Recently, many scholars who concern with writing to heal show interests in place as a medium to heal. From this point of time, this study aims to interpret implications of the writing to heal mediated by places as catalyst on the bases of theories that have argued the reciprocity between memory[the self] and place. Previously, the author has drawn 'The places that have shaped his/her life', the theme to write, and secondly interpret various situations and aspects of writings that students put down. As a result, the author places emphasis on that most students have a variety of memorial places respectively and those places work as catalyst in the process of writing.

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Self-healing Performance Evaluation of Cement Mortar with Inorganic Additives Based on Clinker Binder (클링커 바인더 기반 무기계 혼합재를 활용한 시멘트 모르타르의 치유성능 평가)

  • Jung-Il, Suh;Yoon-Suk, Choi;Byung-Sun, Park;Kwang-Myong, Lee
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.4
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    • pp.561-568
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    • 2022
  • In this study, the mechanical properties and self-healing performance of cement mortar containing clinker binder, calcium sulfoaluminate(CSA), and sodium sulfate(Na2SO4) were evaluated. The mechanical properties of cement mortar were investigated by measuring compressive strength and flexural strength, and the healing performance was evaluated through hydrostatic water permeability test and gas diffusion test. In addition, the healing products precipitated in the cracks were visually observed through an optical microscope and a scanning electron microscope(SEM). As a result, the incorporation of the clinker binder-based inorganic additives improved the initial and 28-day strength by about 20 %. Depending on the healing performance evaluation method, there was a difference in the healing rate, and the healing rate showed a tendency to be underestimated. Nevertheless, CaCO3 was precipitated as the main healing product inside the 0.3 mm crack when the inorganic additives were mixed with cement mortar, improving the self-healing performance.