• 제목/요약/키워드: Soft Surface

검색결과 970건 처리시간 0.035초

Hard, Wear Resistant Metal Surfaces for Industrial Applications through Laser Powder Deposition

  • Sears, James;Costello, Aaron
    • 한국분말야금학회:학술대회논문집
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    • 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part 1
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    • pp.293-294
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    • 2006
  • Laser Powder Deposition (LPD) is a technology capable of modifying a metallic structure by adding the appropriate material to perform a desired function. LPD offers a unique fabrication technique that allows the use of soft (tough) materials as base structures. Through LPD a hard material can be applied to the base material with little thermal input (minimal dilution and heat-affected-zone {HAZ}), thus providing the function of a heat treatment or other surface modifications. These surface modifications have been evaluated through standard wear testing (ASTM G-65), surface hardness (Rc), micro-hardness (vickers), and optical microscopy.

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CMP 공정중 TEOS 막의 슬러리 온도 변화에 따른 표면 분석 연구 (Study on Surface Analysis of TEOS Film by Change of Slurry Temperature in CMP Process)

  • 고필주;김남훈;서용진;이우선
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2005년도 하계학술대회 논문집 Vol.6
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    • pp.645-646
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    • 2005
  • The increasing hydroxyl ($OH^-$) groups diffused into the TEOS and then weakened reactants such as H-C-O-Si bonds on the surface of TEOS film were actively generated with the increase of slurry temperature. These soft reactants on the surface of TEOS film could be removed easily by mechanical parts of CMP.

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In-decorated NiO Nanoigloos Gas Sensor with Morphological Evolution for Ethanol Sensors

  • Yi, Seung Yeop;Song, Young Geun;Kim, Gwang Su;Kang, Chong-Yun
    • 센서학회지
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    • 제28권4호
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    • pp.231-235
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    • 2019
  • We investigated the facile and effective strategy for sensitive and selective $C_2H_5OH$ sensors based on the In-decorated NiO nanoigloos. The In-decorated NiO nanoigloos is fabricated by RF sputtering using 750 nm-diameter polystyrene beads using a soft-template. The morphological evolution based on the Van der Drift model was generated through a heterojunction between In metal and NiO, resulting in a pyramidal rough surface. Upon decorating the In on the NiO surface, high sensitivity and selectivity to $C_2H_5OH$ were observed, and gas sensing mechanism was demonstrated by a high surface-to-volume and double Schottky barrier. We are confident that the method presented in this study will have a significant impact on the fabrication of effective nanostructures and their application for the gas sensors.

콘 관입저항치를 이용한 수직배수재 타설심도 결정에 관한 연구 (A Study on the Determination of Construction Depth of Vertical Drain by Cone Resistance)

  • 장서용;김종렬;신윤섭;마봉덕
    • 한국구조물진단유지관리공학회 논문집
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    • 제10권5호
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    • pp.163-170
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    • 2006
  • 최근 피조콘시험은 과거 일반적으로 사용되었던 표준관입시험과 함께 연약지반의 특성을 평가하기 위해 빈번히 사용되고 있다. 본 연구에서는 하부지반의 지층상태를 파악하고 설계를 위한 연약지반 심도 결정 및 시공시 수직배수재 타설심도 결정시 그 신뢰도를 향상시키기 위해서 표준관입시험결과, 선행압밀하중, 수직배수재 타설시 관입에너지와 피조콘시험을 통한 콘 관입저항치와의 관계를 분석하였다. 대상 지역별로 일정한 표준관입저항치를 기준으로 평균 연약지반심도를 결정하여, 동일한 심도에서 피조콘관입저항치를 값을 분석한 결과 qc=(1.09~1.63)N, 선행압밀하중을 고려한 결과 qc=(1.21~1.98)N의 관계를 나타내었다. 또한 수직배수재 타설시 관입에너지와 피조콘시험을 통한 콘 관입저항치(qc)와의 관계를 분석한 결과 평균적으로 피조콘 관입저항치 $10kgf/cm^2$의 경우 수직배수재 타설 시 관입저항치는 약 $65{\sim}70kgf/cm^2$ 의 값을 나타내었다.

함수량이 다른 오염지반의 측방유동압 산정에 관한 연구 (A Study on the Calculation of Lateral Flow Pressure of Polluted Soils with Various Water Contents)

  • 안종필;박경호
    • 지질공학
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    • 제12권1호
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    • pp.75-88
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    • 2002
  • 오염된 연약지반에 편재하중이 작용하게 되면 지반 중에 침하, 측방변위, 융기 및 전단파괴 등의 큰 소성 전단변형이 발생하게 되고, 때로는 지반과 구조물에 막대한 손상을 초래하게 된다. 따라서 본 연구는 오염된 연약지반의 식내모형실험을 실시하였으며 측방유동압의 결정방법을 기존의 이론식과 비교하여 분석하였다. 모형실험은 먼저 모형재하장치를 제작하고 토조 안에 오염된 지반시료를 채워 비배수상태에서 하중을 인정한 시간 간격으로 재하하여 변형상태를 관측하였다. 그 결과 편재 하중을 받는 오염된 연약지반에서의 측방유동압은 P=K$_{0}$YH식에 의해서 산정함이 비교적 적절하며, 측방유동압의 최대값은 토층두께(H)의 0.3H 부근에서 발생하였다. 또한 종합형과 Poulos의 분포형태 및 오염되지 않는 연약점토(CL, CH) 지반보다 지표면측으로 상승하여 발생하였다.

An Optimized Mass-spring Model with Shape Restoration Ability Based on Volume Conservation

  • Zhang, Xiaorui;Wu, Hailun;Sun, Wei;Yuan, Chengsheng
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제14권4호
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    • pp.1738-1756
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    • 2020
  • To improve the accuracy and realism of the virtual surgical simulation system, this paper proposes an optimized mass-spring model with shape restoration ability based on volume conservation to simulate soft tissue deformation. The proposed method constructs a soft tissue surface model that adopts a new flexion spring for resisting bending and incorporates it into the mass-spring model (MSM) to restore the original shape. Then, we employ the particle swarm optimization algorithm to achieve the optimal solution of the model parameters. Besides, the volume conservation constraint is applied to the position-based dynamics (PBD) approach to maintain the volume of the deformable object for constructing the soft tissue volumetric model base on tetrahedrons. Finally, we built a simulation system on the PHANTOM OMNI force tactile interaction device to realize the deformation simulation of the virtual liver. Experimental results show that the proposed model has a good shape restoration ability and incompressibility, which can enhance the deformation accuracy and interactive realism.

Rhizopus stolonifer에 의한 감귤 무름병 (Rhizopus Soft Rot on Citrus Fruit Caused by Rhizopus stolonifer in Korea)

  • 권진혁;박창석
    • 한국균학회지
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    • 제30권2호
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    • pp.166-169
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    • 2002
  • 2002년 진주시 농산물 도매시장에서 Rhizopus stolonifer에 의한 감귤 무름병이 발생하였다. 병징은 처음 과일 껍질 부분이 수침상으로 물러지면서 급속히 진전되어 썩었다. 균사는 처음 흰색에서 연한 갈색으로 되며 검은색의 포자낭을 형성한다. 포자낭병은 처음 무색에서 회색을 나타내며 포자낭을 끝에 만들고 길이는 $900{\sim}4300{\mu}m$였다. 포자낭은 처음에 무색에서 나중에 검은색이고 아구형으로 크기는 $98{\sim}346{\mu}m$이다. 추축은 아구형 또는 타원형으로 직경은 $60{\sim}216{\times}72{\sim}143{\mu}m$이다. 포자낭포자는 담갈색으로 단포이며 구형 또는 타원형으로 크기는 $8{\sim}18.3{\mu}m$였다. 균사생육 적온은 $25^{\circ}C$였다. 이상과 같이 병원균의 균학적 특징과 병원성을 검정한 결과 이병을 R. stolonifer에 의한 감귤 무름병으로 명명할 것을 제안하고자 한다.

채낚기에 의한 북서대서양 캐나다 일렉스오징어 (Illex illecebrosus)의 어획특성 (Catching characteristics of northern shortfin squid by the experimental jig fishery in the Northwest Atlantic Ocean (NAFO area))

  • 오택윤;김진영;김순송;김영승;양원석;문대연
    • 수산해양기술연구
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    • 제42권4호
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    • pp.203-209
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    • 2006
  • This paper described the experimental squid jigging fishery conducted by a commercial fishing vessel in the Northwest Atlantic Ocean from August to October 2005. Author carried out experimental jiggings of 65 times during 57 days by three type of jigs which were pick jig, soft jig and soft luminous jig. The total catch, effort/day and catches/line-day of northern shortfin squid (Illex illecebrosus) were 12,726kg, 35 auto jigging machine and 3.5kg, respectively. Higher CUPE was observed in September, August and October. Catch ratio of pick jig was higher by 57-86% than those of soft jig and soft luminous jig. Higher catch was recorded at the $42^{\circ}55'N,\;62^{\circ}10'W$ with surface temperature ranging $18-21^{\circ}C$. The range of the dorsal mantle length was from 13.5cm to 23.0cm with average 17.2cm for female and from 13.0cm to 20.0cm with average 17.0cm for male. Sex ratio showed 55.4% of female.

Soil arching analysis in embankments on soft clays reinforced by stone columns

  • Fattah, Mohammed Y.;Zabar, Bushra S.;Hassan, Hanan A.
    • Structural Engineering and Mechanics
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    • 제56권4호
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    • pp.507-534
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    • 2015
  • The present work investigates the behavior of the embankment models resting on soft soil reinforced with ordinary and stone columns encased with geogrid. Model tests were performed with different spacing distances between stone columns and two lengths to diameter ratios (L/d) of the stone columns, in addition to different embankment heights. A total number of 42 model tests were carried out on a soil with undrianed shear strength $${\sim_\sim}10kPa$$. The models consist of stone columns embankment at s/d equal to 2.5, 3 and 4 with L/d ratio equal 5 and 8. Three embankment heights; 200 mm, 250 mm and 300 mm were tested for both tests of ordinary (OSC) and geogrid encased stone columns (ESC). Three earth pressure cells were used to measure directly the vertical effective stress on column at the top of the middle stone column under the center line of embankment and on the edge stone column for all models while the third cell was placed at the base of embankment between two columns to measure the vertical effective stress in soft soil directly. The performance of stone columns embankments relies upon the ability of the granular embankment material to arch over the 'gaps' between the stone columns spacing. The results showed that the ratio of the embankment height to the clear spacing between columns (h/s-d) is a key parameter. It is found that (h/s-d)<1.2 and 1.4 for OSC and ESC, respectively; (h is the embankment height, s is the spacing between columns and d is the diameter of stone columns), no effect of arching is pronounced, the settlement at the surface of the embankment is very large, and the stress acting on the subsoil is virtually unmodified from the nominal overburden stress. When $(h/s-d){\geq}2.2$ for OSC and ESC respectively, full arching will occur and minimum stress on subsoil between stone columns will act, so the range of critical embankment height will be 1.2 (h/sd) to 2.2 (h/s-d) for both OSC and ESC models.

Advanced peri-implantitis cases with radical surgical treatment

  • McCrea, Shane J.J.
    • Journal of Periodontal and Implant Science
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    • 제44권1호
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    • pp.39-47
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    • 2014
  • Purpose: Peri-implantitis, a clinical term describing the inflammatory process that affects the soft and hard tissues around an osseointegrated implant, may lead to peri-implant pocket formation and loss of supporting bone. However, this imprecise definition has resulted in a wide variation of the reported prevalence; ${\geq}10%$ of implants and 20% of patients over a 5- to 10-year period after implantation has been reported. The individual reporting of bone loss, bleeding on probing, pocket probing depth and inconsistent recording of results has led to this variation in the prevalence. Thus, a specific definition of peri-implantitis is needed. This paper describes the vast variation existing in the definition of peri-implantitis and suggests a logical way to record the degree and prevalence of the condition. The evaluation of bone loss must be made within the concept of natural physiological bony remodelling according to the initial peri-implant hard and soft tissue damage and actual definitive load of the implant. Therefore, the reason for bone loss must be determined as either a result of the individual osseous remodelling process or a response to infection. Methods: The most current Papers and Consensus of Opinion describing peri-implantitis are presented to illustrate the dilemma that periodontologists and implant surgeons are faced with when diagnosing the degree of the disease process and the necessary treatment regime that will be required. Results: The treatment of peri-implantitis should be determined by its severity. A case of advanced peri-implantitis is at risk of extreme implant exposure that results in a loss of soft tissue morphology and keratinized gingival tissue. Conclusions: Loss of bone at the implant surface may lead to loss of bone at any adjacent natural teeth or implants. Thus, if early detection of peri-implantitis has not occurred and the disease process progresses to advanced peri-implantitis, the compromised hard and soft tissues will require extensive, skill-sensitive regenerative procedures, including implantotomy, established periodontal regenerative techniques and alternative osteotomy sites.