• 제목/요약/키워드: deposit stress

검색결과 90건 처리시간 0.02초

Al 소지상에 무전해 Ni도금시 응력 변화 (The Change in Residual Stress of Electroless Nickel Deposits on Aluminum Substrate)

  • 권진수;최순돈
    • 한국표면공학회지
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    • 제29권2호
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    • pp.100-108
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    • 1996
  • The internal stress of acidic electroless nickel deposits on zincated aluminum was determined by spiral contractometer. Several plating conditions such as inhibitor and complexing agent concentrations and pH affecting the internal stress were studied. The resulting intrinsic stress contribution to the total stress was discussed in terms of phosphorous content of the deposit, solution pH, and surface morphology. However, the most important was found to be thermal stress for the total stress of Al substrate, because of high thermal expansion coefficient of the aluminum substrate.

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첨가제와 잔류응력이 탄소 기지상 무전해 니켈도금에 미치는 영향 (The Effects of Additives and Residual Stresses on the Electroless Nickel Plating on Carbon Substrate)

  • 천소영;임영목;이재호
    • 마이크로전자및패키징학회지
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    • 제18권4호
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    • pp.43-48
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    • 2011
  • 탄소 기지상에 니켈도금을 하여 다공성 MCFC의 전극으로 사용하기 위하여 탄소 기지위에 산성용액과 염기성용액을 이용하여 무전해 니켈도금을 하였다. 알칼리 용액에서의 도금속도가 산성용액에서의 도금속도보다 빨랐으며 두가지 용액에서 pH가 증가함에 따라 도금속도가 증가하였다. 산성용액에서의 잔류응력은 압축응력을 보였으며 알칼리용액에서는 높은 인장응력을 보였으며 높은 잔류응력으로 인하여 pH 11 이상에서는 표면균열이 발생하였다. Thiourea를 첨가하였을 경우 0.5 ppm까지의 저농도에서 도금속도가 증가하다가 이후 감소하였으며 1.5 ppm 이상에서 두가지 용액에서 모두 도금이 더 이상 진행되지 않았다. Succine 산을 첨가한 경우 5 g/L까지 속도가 증가하다가 감소하여 일정한 값을 유지하였다.

펄스도금의 원리와 기술 (The Principle and Practice of pulse Plating)

  • 김종상;송락현;변수일
    • 한국표면공학회지
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    • 제21권1호
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    • pp.19-27
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    • 1988
  • The principe and practice of pulse plating, and prospect in the future on pulse plating are reviewed. Some of the advantages of pulse pulse plating are detailed as compared with DC plating. The advantages of pulse plating are summarized as follows: 1)smooth and fine grained deposits 2) reduction in hydrogen embrittlement of deposits 3) reduction of residual stress and microcracks in the deposit 4) improvement of physical properties 5) uniform alloy composition through the deposit thinkness 6) improved thrower and adhesion.

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표면미세가공시 발생하는 MEMS 구조물의 변형 억제 (Alleviating Deformation of MEMS Structure in Surface Micromachining)

  • 홍석관;권순철;전병희;신형재
    • 한국정밀공학회지
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    • 제23권8호
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    • pp.163-170
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    • 2006
  • By removing sacrificial layer through ashing process, movable MEMS structure on substrate can be fabricated in surface micromachining. However, MEMS structure includes, during the ashing process, the warping or buckling effects due to stress gradient along the vertical direction of thin film. In this study, we presented method for counteracting the unwanted deflection of MEMS structure and designed using character of deposit process to overcome limited design conditions. Unit cell patterns were designed with character of deposit shape, and their final shapes were adopted using Finite Element Method. Finally, RF MEMS switch was fabricated by surface micro machining as test vehicles. We checked out that alleviation effect for deformation of switch improved by 35%.

Alumina substrate 상의 무전해 도금층의 밀착력에 관한 연구 (A study on adhesion strength of electroless plated deposits on Alumina substrate)

  • 조용균;안균영;박용수
    • 한국표면공학회지
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    • 제24권4호
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    • pp.187-195
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    • 1991
  • Adhesion strength of electroless-plated Ni, Ni-P and Cu deposites on alumina substrate has been studied. Grain boundary spaces produced on the substrate surface by etching treatment provided anchoring sites for enhancing the adhesion strength. Adhesion strengths of Ni-P and Ni deposit were higher than that of Cu deposit, because of higher initial nucleation rates than the latter. The electroless-plated Ni-P and Ni underlayer improved the adhesion strength of the Cu deposit. In could be attributed to the enhanced adhesion between the substrate and those underlayers as well as the satisfactory adhesion between Cu deposits and those underlayers. Heat treatment was also conducted in order to enhance the adhesion strength of Cu layer. The strength was enhanced by about 19% when the treatment was conducted at $150^{\circ}C$ for 2 hours. The enhancement was attributed to relief of internal stress and release of hydrogen.

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DETECTION OF ODSCC IN SG TUBES DEPENDING ON THE SIZE OF THE CRACK AND ON THE PRESENCE OF SLUDGE DEPOSITS

  • Chung, Hansub;Kim, Hong-Deok;Kang, Yong-Seok;Lee, Jae-Gon;Nam, Minwoo
    • Nuclear Engineering and Technology
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    • 제46권6호
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    • pp.869-874
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    • 2014
  • It was discovered in a Korean PWR that an extensive number of very short and shallow cracks in the SG tubes were undetectable by eddy current in-service-inspection because of the masking effect of sludge deposits. Axial stress corrosion cracks at the outside diameter of the steam generator tubes near the line contacts with the tube support plates are the major concern among the six identical Korean nuclear power plants having CE-type steam generators with Alloy 600 high temperature mill annealed tubes, HU3&4 and HB3~6. The tubes in HB3&4 have a less susceptible microstructure so that the onset of ODSCC was substantially delayed compared to HU3&4 whose tubes are most susceptible to ODSCC among the six units. The numbers of cracks detected by the eddy current inspection jumped drastically after the steam generators of HB4 were chemically cleaned. The purpose of the chemical cleaning was to mitigate stress corrosion cracking by removing the heavy sludge deposit, since a corrosive environment is formed in the occluded region under the sludge deposit. SGCC also enhances the detection capability of the eddy current inspection at the same time. Measurement of the size of each crack using the motorized rotating pancake coil probe indicated that the cracks in HB4 were shorter and substantially shallower than the cracks in HU3&4. It is believed that the cracks were shorter and shallower because the microstructure of the tubes in HB4 is less susceptible to ODSCC. It was readily understood from the size distribution of the cracks and the quantitative information available on the probability of detection that most cracks in HB4 had been undetected until the steam generators were chemically cleaned.

역해석을 이용한 모래다짐말뚝(SCP)으로 개량된 연약점토지반의 압축지수 결정에 관한 연구 (A Study on a Compression Index for Settlement Analysis of SCP Treated Ground Using Back Analysis)

  • 황성필;임종철;권정근;강연익;주인곤
    • 한국지반환경공학회 논문집
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    • 제11권7호
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    • pp.5-14
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    • 2010
  • 모래다짐말뚝(Sand Compaction Pile, 이하 SCP)으로 개량된 연약점토지반의 침하량 해석시, 근사법을 이용한 해석에서 응력분담비의 불확실성에 의해 발생되는 영향을 줄이고자, 유한요소해석 프로그램을 이용한 수치해석을 수행하였다. 모래다짐말뚝이 타설된 실내 모형압밀실험을 수행하였고, 이를 유한요소 프로그램으로 수치해석을 하였다. 실내실험과 같은 침하량을 도출하기 위해 역해석을 통한 혼합지반의 압축지수($C_c$)를 추정하고, 추세선을 활용하여 설계압축지수를 산정하는 식을 제시하였다. 또한, 이식을 치환율 45%인 현장에 적용하여 현장 적용성을 검증하였다.

Chinese buffer material for high-level radiawaste disposal --Basic features of GMZ-l

  • WEN Zhijian
    • 한국방사성폐기물학회:학술대회논문집
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    • 한국방사성폐기물학회 2005년도 Proceedings of The 6th korea-china joint workshop on nuclear waste management
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    • pp.236-244
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    • 2005
  • Radioactive wastes arising from a wide range of human activities are in many different physical and chemical forms, contaminated with varying radioactivity. Their common feature is the potential hazard associated with their radioactivity and the need to manage them in such a way as to protect the human environment. The geological disposal is regarded as the most reasonable and effective way to safely disposal high-level radioactive wastes in the world. The conceptual model of geological disposal in China is based on a multi-barrier system that combines an isolating geological environment with an engineered barrier system. The buffer is one of the main engineered barriers for HLW repository. The buffer material is expected to maintain its low water permeability, self-sealing property, radio nuclides adsorption and retardation property, thermal conductivity, chemical buffering property, overpack supporting property, stress buffering property over a long period of time. Benotite is selected as the main content of buffer material that can satisfy above. GMZ deposit is selected as the candidate supplier for Chinese buffer material of High Level Radioactive waste repository. This paper presents geological features of GMZ deposit and basic property of GMZ Na bentonite. GMZ bentonite deposit is a super large scale deposits with high content of Montmorillonite (about $75\%$) and GMZ-l, which is Na-bentonite produced from GMZ deposit is selected as reference material for Chinese buffer material study.

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An experimental procedure for evaluating the consolidation state of marine clay deposits using shear wave velocity

  • Chang, Ilhan;Kwon, Tae-Hyuk;Cho, Gye-Chun
    • Smart Structures and Systems
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    • 제7권4호
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    • pp.289-302
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    • 2011
  • In marine clay deposits, naturally formed or artificially reclaimed, the evaluation and monitoring of the consolidation process has been a critical issue in civil engineering practices due to the time frame required for completing the consolidation process, which range from several days to several years. While complementing the conventional iconographic method suggested by Casagrande and recently developed in-situ techniques that measure the shear wave, this study suggests an alternative experimental procedure that can be used to evaluate the consolidation state of marine clay deposits using the shear wave velocity. A laboratory consolidation testing apparatus was implemented with bimorph-type piezoelectric bender elements to determine the effective stress-shear wave velocity (${\sigma}^{\prime}-V_s$) relationship with the marine clays of interest. The in-situ consolidation state was then evaluated by comparing the in-situ shear wave velocity data with the effective stress-shear wave velocity relationships obtained from laboratory experiments. The suggested methodology was applied and verified at three different sites in South Korea, i.e., a foreshore site in Incheon, a submarine deposit in Busan, and an estuary delta deposit in Busan. It is found that the shear wave-based experimental procedure presented in this paper can be effectively and reliably used to evaluate the consolidation state of marine clay deposits.

건조 고결층이 형성된 준설 매립 지반의 지지력 산정에 대한 연구 (Bearing Capacity Evaluation of Marine Clay Dredged Deposit Including Desiccated Crust Layer)

  • 박현구;변위용;지성현;이승래
    • 한국지반공학회논문집
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    • 제23권5호
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    • pp.89-100
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    • 2007
  • 본 연구에서는 건조 고결층이 형성된 준설 매립 지반의 지반 개량 및 보강을 위한 시공 초기 단계에서 지반의 안정성과 장비의 주행성 평가 시 고려되는 지지력 산정과 관련하여 다양한 실내 및 현장 시험을 수행하였다. 지반조사를 통해 기본물성 특성을 파악하였고 현장 베인 시험 및 일축압축 직접전단시험을 통하여 지반의 깊이별 강도분포와 고결층의 강도 특성 및 응력-변형률 거동을 살펴보았다. 또한 지반의 지지력 평가와 하중-침하 곡선 및 파괴형태를 파악하기 위하여 평판재하시험을 수행하였다. 기존의 2층 지반 지지력 산정 기법을 이용하여 지지력을 산정하였으며 이를 평판재하시험 결과와 비교하여 지지력 산정 기법의 적용 방법에 대하여 논의해 보았다.