• Title/Summary/Keyword: 마모 시험

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The Engineering and Environmental Properties of Reclaimed Concrete Materials as Road Materials (도로건설재료로 순환골재의 공학적·환경적 특성에 관한 기초연구)

  • Lee, Yong-Soo;Kwan, Yong-Wan;Hyun, Jae-Hyuk
    • Journal of the Korean GEO-environmental Society
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    • v.6 no.3
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    • pp.17-23
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    • 2005
  • In Korea, the production of reclaimed concrete materials has been increased due to the increase in the concrete structures taken down every year. The reclaimed concrete materials have been reused as road materials. However, the studies on their mechanical and environmental properties have been very limited. The recycled rate of the materials is currently low in Korea. This paper presents the investigation of mechanical and environmental properties of the reclaimed concrete materials, as well as the comparisons with those of gravel. For the evaluation of the mechanical and environmental characteristics, following tests were conducted on both reclamed materials and gravel; liquid limit, plasticity index, CBR, sand equivalent test, abrasion test, pH test, and column leaching test. The test results showed that the reclaimed concretes satisfy the requirements for use as roadbase, subbase, and subgrade materials, except base materials. The pH of reclaimed concrete materials was less than 11 and the leaching test results satisfied the regulatory requirement of Waste Management Act in Korea. Based on the investigations, it appears that the reclaimed concrete materials are environmentally safe and applicable for use as road materials.

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A study on controlled switching device for high voltage circuit breaker (초고압 차단기용 개폐제어 장치 적용 연구)

  • Cho, Chul-Hee;Lee, Jeong-Bok;Min, Byoung-Woon;Kim, Young-Sung
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.541-542
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    • 2015
  • 초고압 차단기는 개방 또는 투입 기능을 수행시 과도현상에 의한 개폐서지(Switching Surge)가 발생하여 차단기 구성품들에 부담이 가해진다. 초고압 차단기용 개폐제어 장치는 이러한 차단기의 개폐 동작시 차단기 접점의 분리 또는 접촉 순간을 제어하여 개폐서지를 최소화함으로써 접점의 마모와 구성품에 가해지는 스트레스를 감소시키는 장치이다. 즉, 차단기에 인가되는 전압의 위상을 기준으로 원하는 개폐시점에서 개방 및 투입이 일어나도록 제어하는 기기이다. 국외에서는 해외 선진사들이 이미 초고압 차단기용 개폐제어 장치를 상용화하여 현장에 적용하고 있으며, 국내에서는 기술의 검토 단계를 지나서 장치를 개발하고 시험하여 상용화하는 단계로 진입하고 있다. 본 논문에서는 상용화를 위하여 개발된 초고압 차단기용 개폐제어 장치에 대하여 하드웨어 구성을 소개하고, 운영 소프트웨어를 설명하며, 개폐제어 장치의 개폐제어 동작 성능을 자체 모의시험과 GIS(Gas Insulated Switchgear) 차단부와의 연계 시험을 통하여 평가한다.

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Properties of High-Performance Concrete Containing High - Reactivity Metakaolin (고반응성 메타카올린을 사용한 고성능 콘크리트의 특성)

  • 원종필;권연성;이존자
    • Journal of the Korea Concrete Institute
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    • v.14 no.3
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    • pp.349-356
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    • 2002
  • This research deals with the properties of fresh and hardened high-performance concrete(HPC) incorporating high-reactivity metakaolin(HRM). The properties of fresh and hardened state concrete were investigated included air content, slump flow, setting time, heat of hydration, compressive strength, resistance to chloride-ion penetration, abrasion and repeated freezing and thawing. The properties of the HRM concrete were also compared with those of the portland cement concrete and silica fume(SF) concrete. The laboratory test results indicate that HRM material can be used as a supplementary cementitious material to produce high-performance concrete.

PROPERTIES OF LIGHT-CURED COMPOSITE RESINS CONTAINING $SrF_2$, GLASS FILLER ($SrF_2$계 충진재를 함유한 광중합형 복합레진의 특성)

  • Kim, Hee-Jung;Kim, Kyung-Nam;Choi, Byung-Jai;Lee, Jong-Gap
    • Journal of the korean academy of Pediatric Dentistry
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    • v.28 no.1
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    • pp.54-66
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    • 2001
  • The aim of this study was to investigate the fluoride release and some mechanical properties including 3-point bending strength, amount of abrasion, surface hardness, water sorption/solubility and cytotoxicity of the newly developed composite resins containing 8, 16, 24 wt% $SrF_2$ glass filler (VF8, VF16, VF24) and four commercially available composite resins, Heliomolar(HE), Verdonfil(VE), Z100(ZH) and Aelitefil(AE). To investigate cytotoxic effect, agar overlay assay was done. Amount of fluoride released into distilled water was measured over a 62-days period from VF8, VF16, VF24 and HE. Results were as follows: 1. Experimental composite resins showed similar mechanical properties to commercial composite resins, but 3-point bending strength and surface hardness of experimental composite resins were inferior to ZH. 2. Over a 62-day Period, the amount of fluoride released was ordered: VF24>VF16>VF8>HE. In experimental composite resins, the amount of fluoride released was 9-23 times greater than HE and seemed to be proportional to the content of $SrF_2$ glass filler. 3. Experimental composite resins and all control composite resins showed mild cytotoxicity. This study showed significantly greater fluoride release from newly developed composite resins than control(HE) and addition of $SrF_2$ glass filler did not decrease mechanical properties or increase cytotoxicity of composite resin. The results from this study imply that newly developed composite resin have adequate mechanical properites, mild cytotoxicity and some potential for secondary caries prevention.

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Evaluation of Rutting Behavior of Hot Mix Asphalt using Slag and Waste Foundry Sand as Asphalt Paving Materials (슬래그와 폐주물사를 이용한 아스팔트 혼합물의 소성변형특성에 관한 연구)

  • Lee, Kwan-Ho;Cho, Jae-Yoon;Jeon, Joo-Yong
    • 한국도로학회:학술대회논문집
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    • 2002.10a
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    • pp.89-92
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    • 2002
  • The objective of this research is to evaluate engineering properties of recycled aggregates, slag as coarse & fine aggregate and waste foundry sand(WFS) as fine aggregate, in hot mix asphalt(HMA). In this research, soundness, gradation and particle analysis, abrasion, specific gravity and absorption test were carried out. The optimum asphalt binder content(OAC) for various HMA combinations of recycled aggregate was determined by Marshall Mix Design. The ranges determined is between 7.2% and 7.5%. Indirect tensile test, resilient modulus test, creep test were carried out for characterization of rutting behavior of various combination of HMA. Judging from the limited tests, the HMA with recycled aggregates is not as good rutting resistance as the HMA with common aggregates. After finishing the Wheel tracking test, the application or feasibility for the use of recycled aggregate as asphalt paving material will be determined.

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Influence of Indenter Tip Geometry and Poisson's Ratio on Load-Displacement Curve in Instrumented Indentation Test (계장화 압입시험의 하중-변위 곡선에 미치는 선단 형상 및 푸아송비의 영향)

  • Lee, Jin Haeng
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.38 no.9
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    • pp.943-951
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    • 2014
  • The tip geometries of the pyramidal and conical indenters used for micro/nano-indentation tests are not sharp. They are inevitably rounded because of their manufacturability and wear. In many indentation studies, the tip geometries of the pyramidal indenters are simply assumed to be spherical, and the theoretical solution for spherical indentation is simply applied to the geometry at a shallow indentation depth. This assumption, however, has two problems. First, the accuracy of the theoretical solution depends on the material properties and indenter shape. Second, the actual shapes of pyramidal indenter tips are not perfectly spherical. Hence, we consider the effects of these two problems on indentation tests via finite element analysis. We first show the relationship between the Poisson's ratio and load-displacement curve for spherical indentation, and suggest improved solutions. Then, using a possible geometry for a Berkovich indenter tip, we analyze the characteristics of the load-displacement curve with respect to the indentation depth.

Cracking and Durability Characteristics of High-early-strength Pavement Concrete for Large Areas using Calcium Nitrate (질산칼슘 혼화재를 사용한 대단면 급속 포장 콘크리트의 균열 및 내구특성)

  • Won, Jong Pil;Lee, Si Won;Lee, Sang Woo;Park, Hae Geun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.1A
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    • pp.101-108
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    • 2009
  • The performance of high-early strength pavement concrete for large areas is influenced by the physical and chemical environment during service life. Generally, penetration, diffusion, and absorption of harmful materials that exist outside the concrete cause damage to its structure. Thus, we have to use a mixture for durability to keep the required quality for the planned service life. Moreover, in using high-early-strength cement and accelerators, a high heat of hydration to create the initial strength can cause cracks. Based on evaluations from optimal mix proportions of high-early-strength pavement concrete for large areas, we conducted water permeability, abrasion resistance, freeze-thaw, plastic, drying, and autogenous shrinkage tests. Test result showed that a mix of accelerator and PVA fibers showed excellent performance.

Influence of Oxidation Inhibitor on Carbon-Carbon Composites: 6. Studies on Friction and Wear Properties of Carbon-Carbon Composites (산화억제제 첨가에 의한 탄소/탄소 복합재료의 물성에 관한 연구 : 6. 탄소/탄소 복합재료의 마찰 및 마모특성)

  • Park, Soo-Jin;Seo, Min-Kang;Lee, Jae-Rock
    • Polymer(Korea)
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    • v.25 no.1
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    • pp.133-141
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    • 2001
  • The friction and wear properties of carbon-carbon composites made with different weight percent of $MoSi_2$ as an oxidation inhibitor were investigated using a constant speed wear test apparatus in an oxidation environment. The results indicated the carbon-carbon composites undergoing an abrupt transition of friction coefficient, from low-friction behavior(${\mu}$=0.15~0.2) during normal wear regime to the high-friction behavior(${\mu}$=0.5~0.6) during dusting wear regime at the frictional temperature range of 150~180${\circ}C$. The existence of temperature-dependent friction and wear regimes implied that the performance of specimen made with carbon-carbon composites was markedly affected by the thermal properties of the composites. The carbon-carbon composites filled with MoSi2 exhibited two times lower coefficient of friction and wear rate in comparison with the composites without $MoSi_2$. Especially, the composites containing 4wt% $MoSi_2$ filler showed a significantly improved activation energy for wear due to the reduction of both the porosity and powdery debris film formation on sliding surface when compared to those without $MoSi_2$.

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EVALUATION ON THE ABRASION RESISTANCE OF A SURFACE SEALANT (레진전색제의 마모저항성에 대한 평가)

  • Kim, Soo-Mee;Han, Sae-Hee;Cho, Young-Gon
    • Restorative Dentistry and Endodontics
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    • v.32 no.3
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    • pp.180-190
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    • 2007
  • The purpose of this study was to evaluate the abrasion resistance of surface penetrating sealant which was applied on a composite resin restoration and to provide proper time to reapply sealant on composite resin surface. Two hundred rectangular specimens, sized $8\times3\times2mm$, were made of Micronew (Bisco, Inc., Schaumburg, IL, U.S.A) and divided into two groups; F group (n = 10) was finished with coarse and medium grit of Sof-Lex discs and BisCoverwas applied B group (n = 190) after finishing with discs. B group was again subdivided into nineteen subgroups From B-1 group to B-18 group were subjected to toothbrush abrasion test using a distilled water-dentifrice slurry and toothbrush heads B-IM group was not subjected to toothbrush abrasion test. Average surface roughness (Ra) of each group was calculated using a surface roughness tester (Surfcorder MSE-1700: Kosaka Laboratory Ltd., Tokyo, Japan) . A representative specimen of each group was examined by FE-SEM (S-4700: Hitachi High Technologies Co., Tokyo, Japan). The data were analysed using cluster analysis, paired t-test, and repeated measure ANOVA. The results of this study were as follows; 1. Ra off group was $0.898{\pm}0.145{\mu}m$ and B-IM group was $0.289{\pm}0.142{\mu}m$. Ra became higher from B-1 group $(0.299{\pm}0.48{\mu}m$ to B-18 group $(0.642{\pm}0.313{\mu}m$. 2. Final cluster center of Ra was $0.361{\mu}m$ in cluster 1 $(B-IM\simB-7)$, $0.511{\mu}m$ in cluster 2 $(B-8\simB-14)$ and $0.624{\mu}m$ in cluster 3 ($(B-15\simB-18)$. There were significant difference among Ra of three clusters. 3 Ra of B-IM group was decreased 210.72% than Ra of F group. Ra of B-8 group and B-15 group was increased 35.49% and 51.35% respectively than Ra of B-IM group. 4. On FE-SEM, B-IM group showed the smoothest resin surface. B-8 group and B-15 group showed vertically shallow scratches , and wide and irregular vertical scratches on composite resin surface respectively. Within a limitation of this study, finished resin surface will be again smooth and glazy if BisCover would be reapplied within 8 to 14 months after applying to resin surface.

Experimental brush wear pattern and cariostatic effect of Biscover (Biscover의 잇솔질에 따른 마모양상과 항우식 효과)

  • Oh, Eun-Ju;Park, Song-Soo;Jang, Mun-Ju;Jeon, Young-Mi;Kim, Jong-Ghee
    • The korean journal of orthodontics
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    • v.38 no.3
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    • pp.214-222
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    • 2008
  • Objective: The aim of this study was to investigate the experimental brush wear pattern of a light cured surface sealant, Biscover (Bisco, Schaumburg, IL), and to evaluate its cariostatic effect. Methods: Caries-free human premolars were used for the Biscover coating group (n = 90) and the control group (n = 10). The Biscover coating group was randomly assigned to nine subgroups of 10 each and the control group was assigned to two subgroups of 5 each according to the number of brushing strokes. An experimental 3-body wear test was conducted under different strokes of wear test. Tooth-brushing was accomplished with movement of each brush head set at a frequency of 100 rpm under a force of 1.5N, Surface roughness was tested before, and after Biscover coating, and after brushing. Then, each of the 10 teeth of both groups were placed in artificial caries inducing solution for 7 days. All tooth surfaces were assessed using scanning electron microscopy. Results: Biscover coated surfaces showed a smoother texture than enamel surfaces. The roughness was increased after experimental brushing and after 10,800 brushing strokes, the whole layer of Biscover wore out. However, teeth in the Biscover coating group had a cariostatic effect in cariogenic conditions. Conclusions: We suggest that white lesions in orthodontic patients can be suppressed by topical applications of Biscover.