• Title/Summary/Keyword: Soft Surface

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Criteria of Impact Resistance of Lightweight Wall by the Large Soft Body (건식 경량벽체의 연질 충격체에 의한 내충격성 판정기준에 관한 연구)

  • Kim, Ki Jun;Song, Jung Hyeon;Choi, Soo Kyung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.102-103
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    • 2014
  • Due to the nature of the existing load, the criteria of assessing the intensity of the lightweight wall's impact resistance has been though of as obscure. The current study, therefore, focuses on the standardized assessment of the impact resistance to the force of the large soft body applying to the lightweight wall. The gypsum board wall showed a low level of the maximum residual displacement. It is, however, required to be careful about the selection of the finishing process since the high level of the maximum displacement is likely to cause harm to finishing materials. Unlike the gypsum board, the ALC block wall displayed a considerable rigidity while showing almost no maximum residual displacement. Even with the low level of the maximum displacement due to the stiffness, the ALC block wall is still likely to be affected by the vibration derived from any impact on the surface, which demands a need for additional study. The future experimental study, accordingly, will focus on the impact of the vibration on finishing materials, consequently leading to the accurate prediction of the possibility of potential damage to the lightweight wall caused by the large soft body.

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Rhizopus Soft Rot on Pear (Pyrus serotina) Caused by Rhizopus stolonifer in Korea

  • Kwon, Jin-Hyeuk;Lee, Chan-Jung
    • Mycobiology
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    • v.34 no.3
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    • pp.151-153
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    • 2006
  • Rhizopus soft rot caused by Rhizopus stolonifer occurred on pears (Pyrus serotina) in the Jinju City Agricultural Products Wholesale Market in Korea from 2004 to 2005. The infection usually started from wounds due to cracking at harvest time. The lesions started as water-soaked, rapidly softened, then gradually expanded. The mycelia grew vigorously on the surface of the fruits and formed stolons. Colonies on potato dextrose agar at $25^{\circ}C$ were white cottony to brownish black. Sporangia were globose, black and $90{\sim}120\;{\mu}m$ in size. Sporangiophores were light brown and $480{\sim}2600{\times}12{\sim}18\;{mu}m$ in size. Sporangiospores were globose to oval, brownish, streaked, and $8{\sim}14{\times}6{\sim}10\;{\mu}m$ in size. Columella were light brownish gray, hemispherical and $70{\sim}80\;{\mu}m$ in size. On the basis of these symptoms, mycological characteristics and pathogenicity tests on host plants, the fungus was identified as Rhizopus stolonifer (Ehrenb.) Vuill. This is the first report of rhizopus soft rot on pear (P. serotina) caused by R. stolonifer in Korea.

Load-Settlement Characteristics of Concrete TOP-BASE Foundation on Soft Ground (팽이기초공법(Top-Base Method)의 하중-침하량 분석)

  • Kim, Jae-Young;Jeong, Sang-Seom;Lee, Jae-Hwan
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.210-221
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    • 2009
  • A new foundation type which is called Top-Base method has been used frequently in engineering practices in Korea. In this study, the settlement behavior of concrete Top-Base foundation on soft ground is investigated since the consolidation settlement of the embedding depth and the effect of footing dimensions are not included in current Korean criterion (2007). To obtain detailed information, the model tests of the Top-Base foundation are performed using the PLAXIS 3D finite element analysis. It is shown that in-situ measurements and finite element analysis of the behavior of foundations indicate that consolidation settlement is reduced up and bearing capacity of the foundation increases up to 50%~100%, compared to the primary non-treated ground. Based on this study, it is found that the Top-Base foundation prevents the lateral deformation of soft ground and reduces its negative dilatancy to the surface settlement, and that the foundation creates rather uniform stress distribution under it to increase its bearing capacity. It is also found that the total settlement of Top-Base foundation was highly dependent on the consolidation settlement and footing configurations.

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Soft Lithography of Graphene Sheets Via Surface Energy Modification

  • Kim, Hansun;Jung, Min Wook;Myung, Sung;Jung, Daesung;Lee, Sun Sook;Kong, Ki-Jeong;Lim, Jongsun;Lee, Jong-Heun;Park, Chong Yun;An, Ki-Seok
    • Proceedings of the Korean Vacuum Society Conference
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    • 2013.08a
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    • pp.144.2-144.2
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    • 2013
  • With the synthesis of graphene sheets as large-scale and high quality, it is essentially important to develop suitable graphene patterning process for future industrial applications. Especially, transfer or patterning method of CVD-grown graphene has been studied. We report simple soft lithographic process to develop easily applicable patterning method of large-scale graphene sheets by using chemically functionalized polymer stamp. Also important applications, the prototype capacitors with graphene electrode and commercial polymer dielectrics for the electrostatic-type touch panel are fabricated using the developed soft lithographic patterning and transfer process.

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Development of Hybrid Insulating Coating for Fe-based Soft Magnetic Powder (철계 연자성 분말용 하이브리드 절연 코팅막 개발)

  • Kim, Jungjoon;Kim, Sungyeom;Kim, Youngkyun;Jang, Taesuk;Kim, Hwi-jun;Kim, Youngjin;Choi, Hyunjoo
    • Journal of Powder Materials
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    • v.28 no.3
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    • pp.233-238
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    • 2021
  • Iron-based amorphous powder attracts increasing attention because of its excellent soft magnetic properties and low iron loss at high frequencies. The development of an insulating layer on the surface of the amorphous soft magnetic powder is important for minimizing the eddy current loss and enhancing the energy efficiency of high-frequency devices by further increasing the electrical resistivity of the cores. In this study, a hybrid insulating coating layer is investigated to compensate for the limitations of monolithic organic or inorganic coating layers. Fe2O3 nanoparticles are added to the flexible silicon-based epoxy layer to prevent magnetic dilution; in addition TiO2 nanoparticles are added to enhance the mechanical durability of the coating layer. In the hybrid coating layer with optimal composition, the decrease in magnetic permeability and saturation magnetization is suppressed.

A Study on the Spray Cooling Characteristics of hot Flat Plates (고온평판의 분무냉각특성에 관한 연구)

  • 윤석훈
    • Journal of Advanced Marine Engineering and Technology
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    • v.22 no.6
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    • pp.880-887
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    • 1998
  • In order to study heat transfer characteristics of spray cooling for the purpose of uniform and soft cooling of high temperature surface a series of experiments for a hot horizontal copper flat plate was performed by downflow spray water using flat spray nozzle. Cooling curves were mea-sured under the various experimental conditions of flow rates and temperatures of cooling water Surface temperature surface heat fluxes and heat transfer coefficients of horizontal upward-facing flat surface were calculated with cooling curves measured at each radial positions near the cooling surface by TDMA method. Generally heat transfer characteristics for spray cooling is simi-lar to boiling phenomenon of pool boiling. The minimum heat flux(MHF) appear at the surface temperature of about ${\Delta}Tsat=250^{\circ}C$ and the critical heat flux(CHF) appear at about ${\Delta}Tsat=250^{\circ}C$.

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A Study on the Microstructures and Properties of Sulfnitrided SCM440 Steel by Micro-pulse Plasma (SCM440강에 형성된 플라즈마 침류질화층의 조직과 특성에 관한 연구)

  • 이재식
    • Journal of the Korean institute of surface engineering
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    • v.31 no.5
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    • pp.266-277
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    • 1998
  • The effects of $H_2S$ gas ratio, temperature and time on the case depth, hardness, and sulfide and nitride formation on the surface of sulfnitrided SCM440 steel have been studied by micro-pulse plasma technique. The thickness of compound layer of sulfide and nitride increased with the increase of time, temperautre and $H_2S$ gas ratio. But surface hardness decreased with the increase of soft sulfide layer because the hard nitride layer formed beneath the sulfide. The thickness of sulfide layer was about 10$\mu\textrm{m}$ abpve 0.0088% of $H_2S$ gas. The highest surface hardness of the compound layer was Hv835 at $530^{\circ}C$, 1hr and 0.06% of $H_2S$ gas. X-ray diffraction indicated that the surface products were $Fe_{1_x}S$, $Fe_{2.5}N$ and $Fe_4N$. It was confirmed by EPMA that sulfide only existed in the surface.

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Effects of natural and chemical disinfectants on soft contact lens infected with Pseudomonas aeruginosa : Scanning Electron Microscopic study (Soft contact lens에 있어서 천연보존제와 합성보존제의 살균효과 : 주사 전자현미경적 관찰)

  • Kim, In-Suk
    • Journal of Korean Ophthalmic Optics Society
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    • v.8 no.2
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    • pp.65-69
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    • 2003
  • The effects of grapefruit seed extract and $H_2O_2$ disinfectants on Pseudomonas aeruginosa were investigated by antimicrobial assay and scanning electron microscopy. Pseudomonas aeruginosa is a Gram negative bacteria and a common causative microorganism of bacterial keratitis. After incubation of soft contact lens in Pseudomonas aeruginosa suspension for 120 minutes containing the disinfectants, the grapefruit seed extract showed antimicrobial activity as good as the chemical disinfectant. The living rates of Pseudomonas aeruginosa in grapefruit seed extract and $H_2O_2$ disinfectants were $1{\times10^3CFU/m{\ell}$ and $0.5{\times}10^3CFU/m{\ell}$, respectively showing no major difference in the killing activity. However, the mechanisms of the antimicrobial activity were quite different as indicated by scanning electron microscopy of the bacterial surface morphology. Considering chemically or other toxins induced keratitis, the natural disinfectant isolated from grapefruit seed extract shows promising results as a soft contact lens disinfectant.

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Numerical Analysis about Pile Reinforcement Effect for Restraint of Lateral Displacement Occurring in the Embankment on Soft Ground (연약지반에 성토시 발생하는 수평변위 억지를 위한 말뚝보강 효과에 대한 수치해석)

  • Kim, Jae-Hong
    • Journal of the Korean Geosynthetics Society
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    • v.10 no.4
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    • pp.1-10
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    • 2011
  • When an embankment is performed on the soft ground of the coastal with possibilities of lateral flow, lateral displacement occurs to the bottom of the surface of the ground. This lateral displacement can affect existing infra structures that are buried in the adjacent underground by causing a displacement in the nearby base foundation. Soft ground supporting piles and reinforced piles were applied as reinforcement remedies against the lateral displacement. And for the effect analysis, numerical analysis was performed under the classifications of non-reinforcement base and reinforced base. The result of the numerical analysis showed that the reinforced piles had more effects by 1.9 times than non-reinforced piles. Soft ground supporting piles showed better effects by 2.6 times than non-reinforced piles. Additionally, between the two reinforced remedies, soft ground supporting piles showed greater effects by 1.3-1.6 times than the reinforced piles.

Interpretation of Soft Ground Deformation under Embankment using the Electrical Resistivity Survey (전기비저항탐사를 이용한 성토하부 연약지반의 변형 해석)

  • Kim, Jae-Hong;Hong, Won-Pyo;Kim, Gyoo-Bum
    • The Journal of Engineering Geology
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    • v.21 no.2
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    • pp.117-124
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    • 2011
  • Soil deformations such as settlement, heaving and lateral flow have frequently happened on marine reclaimed soft grounds due to embankment filling or banking. The electrical resistivity survey was applied to investigate on ground surface such soil deformation without disturbance of ground. A test embankment was performed to assess soil deformation in marine reclaimed soft grounds, where was located at Sihwa area in western coast of Korean peninsula. The soft ground was composed of clayey sediments. After embankment filling, the boundary of soil deformation affected by the filling could be investigated with application of the electrical resistivity survey. The result of electric resistivity survey shows that the extent of deformation is about 5 m laterally to the southern direction of embankment and about 5~6 m vertically in depth, which is about 1-1.2 times of embankment height. This shows that the electric resistivity survey can be applied to interpret the ground deformation in a soft ground region.