• 제목/요약/키워드: compressive strength recovery rate

검색결과 12건 처리시간 0.023초

자기치유용 캡슐 혼입율에 따른 모르타르 블록의 자기치유 특성 (Self-Healing Characteristics of Mortar Blocks according to the Mixing Ratio of Self-Healing Capsules)

  • 윤주호;김채영;나범수;이재인;최세진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 봄 학술논문 발표대회
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    • pp.321-322
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    • 2023
  • This study compared the compressive strength and healing strength to confirm the self-healing performance of mortar incorporating Bioinspired Self-healing Capsule (BSC) into cement composites as part of a study to mitigate the problem of durability deterioration due to cracks in concrete structures. As a result of the evaluation, it was found that the healing performance decreased as the mixing ratio of the BSC capsule increased.

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Basic Research on 3D Cultural Heritage Packaging Technology Using Thermoplastic Polyurethane Elastomers

  • Oh, Seung-Jun;Wi, Koang-Chul
    • 보존과학회지
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    • 제37권1호
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    • pp.55-62
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    • 2021
  • This study investigated mechanical property changes by measuring compression factors, resilience, and compressive strength according to packaging pattern and filling rate to identify the applicability of cultural heritage packaging using thermoplastic polyurethane elastomers (TPU). Research results indicate that the cross-shaped 3D pattern showed the best resilience when the internal filling rate was 20%, while the octet pattern was the best when the filling rate was either 40 and 60%. The octet pattern had the best mechanical properties and stability with resistance capacities of 20.79 kgf/cm2, 40.40 kgf/cm2, and 82.23 kgf/cm2 at 38%, 39%, and 40% recovery speeds, respectively, depending on the internal filling rate (20, 40, 60%). Based on these results, basic data on the applicability, stability, and reliability of 3D cultural heritage packaging materials using TPU materials were obtained.

캡슐화된 팽창성 무기재료 기반 고상 치유재 활용 시멘트 복합재료의 균열 자기치유 및 역학적 회복성능에 관한 실험적 연구 (An Experimental Study on Crack Self-Healing and Mechanical Recovery Performance of Cement Composites Materials Using Encapsulated Expandable Inorganic Materials based Solid Healing Materials)

  • 최연왕;남은준;김철규;오성록
    • 한국건설순환자원학회논문집
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    • 제10권1호
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    • pp.92-100
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    • 2022
  • 본 논문에서는 SC가 시멘트 복합재료의 균열 자기치유 성능 및 역학적 회복성능에 미치는 영향을 평가하기 위하여 캡슐화된 팽창성 무기재료 기반 고상 치유재를 제조하였다. SC는 시멘트 복합재료에 혼합하여 기초특성, 투수시험, 하중 재부하 시험을 평가하였다. SC는 시멘트 복합재료의 플로우를 다소 향상되었으며, 압축강도는 약 10 % 감소하였다. 또한 휨강도의 경우 약 30 % 감소하였다. SC를 시멘트 복합재료에 5 % 혼합할 경우, Plain의 균열 자기치유율이 약 𝜟10 % 수준을 향상시키는 효과가 있는 것으로 나타났으며, 하중 재부하 실험 결과, Plain의 역학적 회복율을 약 𝜟20 % 수준을 향상시키는 것으로 나타났다. 균열 자기치유율과 하중 재부하 시험에 의한 역학적 회복율의 상관관계를 분석한 결과, SC로 인하여 Plain의 치유면적을 증대시킬 수 있는 것으로 판단된다.

매립장 석탄회의 긴급복구용 CLSM으로 활용 가능성 (Feasibility Study on CLSM for Emergency Recovery of Landfill Bottom Ash)

  • 김하석;김기석
    • 토지주택연구
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    • 제14권2호
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    • pp.137-145
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    • 2023
  • 본 연구에서는 매립석탄재를 이용한 CLSM의 실질적인 기술개발의 일환으로 매립석탄재의 입도분포 및 미립자 함량 등 물성에 따른 CLSM의 유동성, 블리딩 속도, 강도 등의 특성을 검토하였다. 그 결과 채취한 매립석탄재는 밀도 특성과 입도 분포가 다른 것으로 나타났으며 비산재의 양이 많고 혼합수를 많이 첨가한 시편의 경우 블리딩 비율이 기준을 만족하지 못하였고 압축강도 시험 결과, 4시간 동안 0.5MPa 이상의 강도발현은 단위결합재량이 200 이상인 반수석고를 사용한 시편의 경우 만족스러운 것으로 나타났다. 나머지 석고는 강도발현이 불량한 것으로 나타나 매립석탄재는 CLSM 소재로 활용이 가능할 것으로 판단되나 각 발전사의 회처리장에 매립된 석탄재의 물리화학적 특성을 규명하고 적용할 필요가 있다.

Ramie의 최적 펄핑 조건 및 위생용 ramie/면 부직포의 물리적 특성 연구 (Studies on the Optimum Pulping Condition of Ramie and the Mechanical Properties of Ramie/Cotton Non-woven Fabric as Hygienic Uses)

  • 최시혁;김현철
    • 펄프종이기술
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    • 제46권6호
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    • pp.16-25
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    • 2014
  • This study was investigated in optimum condition of pulping of ramie and the mechanical properties of non-woven fabric for the performance of ramie/cotton panty liner. The result of pulping condition on ramie was most suitable for type I (mixed NaOH with $Na_2CO_3$ in 30%:70%). The sample (I) was showed yield value of 68.2% and the best fibrillation and lignin removal rate. The non-woven fabrics of ramie/cotton were made in range of ramie content of 0, 15 and 30%. As ramie content increased, so were increased in air permeability, compressive strength and compression recovery rate. But surface roughness and compressional energy were decreased. Therefore, the non-woven fabrics of ramie/cotton are very suitable in hygienic goods for female panty liner. The ramie panty liner showed a little decrease in absorption and strength, as increasing the amount of ramie. But the performance of ramie panty liner was appeared beyond standard values used by usual panty liner.

NO96타입 LNG 방열시스템 Divinycell의 극저온 압축 강도 평가 (Evaluation of Cryogenic Compressive Strength of Divinycell of NO 96-type LNG Insulation System)

  • 최영락;김정현;김종민;박성균;박강현;이제명
    • 한국해양공학회지
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    • 제30권5호
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    • pp.349-355
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    • 2016
  • Divinycell, which functions as both insulation and a supporting structure, is generally applied in the NO96-type liquefied natural gas (LNG) insulation system. Polymer-material-based Divinycell, which has a high strength and low weight, has been widely used in the offshore, transportation, wind power generation, and civil engineering fields. In particular, this type of material receives attention as an insulation material because its thermal conductivity can be lowered depending on the ambient temperature. However, it is difficult to obtain research results for Divinycell, even though the component materials of the NO96-type LNG cargo containment system, such as 36% nickel steel (invar steel), plywood, perlite, and glass wool, have been extensively studied and reported. In the present study, temperature and strain-rate dependent compressive tests on Divinycell were performed. Both the quantitative experimental data and elastic recovery are discussed. Finally, the mechanical characteristics of Divinycell were compared to the results of polyurethane foam insulation material.

미생물 혼입 자기치유 콘크리트의 균열 치유성능 및 내구성능 (Crack-healing and durability performance of self-healing concrete with microbial admixture)

  • 추인엽;우상균;이병재;이윤;이효섭
    • KEPCO Journal on Electric Power and Energy
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    • 제7권2호
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    • pp.295-299
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    • 2021
  • Recently, interest in maintenance has been increasing due to the enlargement and aging of infra structures. Therefore, a new paradigm is required to secure and improve the durability of structures differentiated from the past. Accordingly, research on smart concrete incorporating the concept of self-healing into concrete is being actively conducted. In this study, the crack healing performance and durability performance of self-healing concrete applied with a hydrogel containing biomineral-forming microorganisms were evaluated. As a result of evaluating the dispersion of the hydrogel in concrete, it was confirmed that the hydrogel was well distributed in concrete matrix with a dispersion coefficient of 0.35 to 0.46. The crack healing performance evaluation was verified by a water permeability test, and showed a recovery rate of 95% or more at the age of 28 days, confirming the applicability of self-healing concrete. The durability performance of self-healing concrete was evaluated in terms of resistance to penetration of chloride ion and freezing and thawing. Regardless of the mixing of the hydrogel, the same level of durability performance was shown for various compressive strength level. Therefore, it was confirmed that the microbial admixture did not affect concrete durability. In the future, long-term crack healing performance and durability verification studies should be supplemented.

다단냉간단조 비가공 타입에서 볼하우징 인서트 다이의 금형설계 검증 (Mold-design Verification of Ball Housing Insert Die in Non Processing Type Multi-stage Cold Forging)

  • 황원석;최종원;정의은;강명창
    • 한국기계가공학회지
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    • 제20권12호
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    • pp.8-15
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    • 2021
  • Cold forging is a method in which molding is performed at room temperature. It has a high material recovery rate and dimensional precision and produces excellent surface quality, and it is mainly used for the production of bolted or housing products. The lifespan of cold forging molds is generally determined by the wear of the mold, plastic deformation of the mold, and fatigue strength. Cold forging molds are frequently damaged due to fatigue destruction rather than wear and plastic deformation in a high-temperature environment as it is molded at room temperature without preheating the raw material and mold. Based on the results analyzed through FEM, an effective mold structure design method was proposed by analyzing the changes in tensile and compressive stresses on molds according to the number of molds and reinforcement rings and comparing the product geometry and mold stress using three existing mold models.

Valorization of marble's waste as a substitute in sand concrete

  • Ouassila, Boughamsa;Houria, Hebhoube;Leila, Kherref;Mouloud, Belachia;Assia, Abdelouahed;Chaher, Rihia
    • Advances in concrete construction
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    • 제9권2호
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    • pp.217-225
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    • 2020
  • The recovery of waste proves a solution with two impacts: the environmental impact by the reduction of pollution and the gain of the occupied space by this waste, and the economic impact by the use of these lasts in the building and in the area of public works. The present research consists in recovering a waste marble (thrown powder exposed to the different meteorological phenomena) generated by the quarry marble of Fil-fila, located at the east side of Skikda in the north-east of Algeria, and add it, as sand in the composition of sand concrete. To carry out this research, we analyzed the evolution brought by the substitution of ordinary sand by marble waste sand, with 25%, 50%, 75% and 100% on the properties in the fresh state (density, workability and air content) and in the cured state (compressive strength, tensile strength, surface hardness and sound velocity). For durability we tested water absorption by immersion and chloride penetration. The results obtained are compared with control samples of 0% of substitution rate. In order to have a good filling of the voids in the granular skeleton; we added a quantity of limestone recycled fines from the quarries and for a good workability a super-plasticizing additive. The results showed that the partial substitution modified both the fresh and the hardened characteristics of the tested concretes, the durability parameters also improved.

현장시험을 이용한 저유동성 몰탈주입공법의 보강효과에 관한 연구 (A Study on the Reinforcement Effect of Low Flow Mortal Injection Method Using Field Test)

  • 장준영;이광남;김대현
    • 지질공학
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    • 제33권4호
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    • pp.599-609
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    • 2023
  • 국내 항만 방파제의 내진보강시 현장여건, 현장상황 등으로 회수율이 불확실한 경우가 많아 문제점이 지속적으로 발생하고 있다. 따라서, 본 연구에서는 저유동성 몰탈주입 공법 적용 후 그라우팅 확인방법으로 시추조사를 통한 회수율 및 개량체의 압축강도를 분석하였으며, 추가적으로 다운홀 테스트 및 토모그래피로 탄성계수를 확인하여 지반개량 후 연약지반의 보강 증대 효과를 확인하고자 하였다. 실험결과, 다운홀테스트의 경우 BH-1번과 3번공에서 심도 28.0 m까지에 대한 지반의 평균 전단파속도는 229 m/s에서 288 m/s로 증가하였고, 심도 30.0 m까지에 대한 지반의 평균 전단파속도는 224 m/s에서 282 m/s로 증가하는 경향을 보였다. 이는 보강후 지반의 강성이 증대되어 나타난 결과로 판단된다. 토모그래피 탐사 결과, Site1번의 시료의 연약지반의 Vs가 113 m/s에서 214 m/s, Site2번 시료의 Vs는 120 m/s에서 224 m/s로 증가하였다. 이는 전단파속도에 따른 암질의 분류에서 Vs값이 180~360 m/s를 만족하는 값으로 내진보강 후의 지반의 강성이 단단한 흙으로 보강됨을 확인할 수 있다.