• Corrosion Science and Technology
• /
• 제5권1호
• /
• pp.27-32
• /
• 2006

One of the critical issues in the coating specification is the allowable limit of surface contaminant(s) - such as soluble salt(s), grit dust, and rust - after grit blasting. Yet, there is no universally accepted data supporting the relationship between the long-term coating performance and the amount of various surface contaminants allowed after grit blasting. In this study, it was attempted to prepare epoxy coatings applied on grit-blasted steel substrate dosed with controlled amount of surface contaminants - such as soluble salt(s), grit dust, and rust. Then, coating samples were subjected to 4,200 hours of cyclic test(NORSOK M-501), which were then evaluated in terms of resistance to rust creepage, blistering, chalking, rusting, cracking and adhesion strength. Additional investigations on the possible damage at the paint/steel interface were carried out using an Electrochemical Impedance Spectroscopy(EIS) and observations of under-film-corrosion. Test results suggested that the current industrial specifications were well matched with the allowable degree of rust, whereas the allowable amount of soluble salt and grit dust after grit blasting showed a certain deviation from the specifications currently employed for fabrication of marine vessels and offshore facilities.

• 한국안전학회지
• /
• 제27권6호
• /
• pp.14-19
• /
• 2012

The Helium cooled ceramic reflector(HCCR) test blanket module(TBM) has been designed and developed to participate the ITER(International Thermonuclear Experimental Reactor) test blanket program in Korea. The TBM was one of the main objectives for developing ITER for proving the tritium self-sufficiency and the heat transfers to produce the electricity with the breeding blanket concept. Among the TBM components, the first wall(FW) was the most important component in safety since it was directly faced a high level of a heat and fast neutrons from the plasma side and could protect the others components inside TBM. In this paper, the FW has been designed through the thermo-mechanical analysis considering ITER operation conditions. With the developed simple models, the stress limit analysis based on RCC-MR code which is the nuclear power plant design codes in France was evaluated for the allowable design criteria. The results showed that the designed FW model satisfied $1.5S_m$ or $3S_m$ of the allowable stress($S_m$) in RCC-MR code at the maximum stress region in the FW.

• 한국터널지하공간학회 논문집
• /
• 제14권5호
• /
• pp.547-559
• /
• 2012

국내의 콘크리트 구조설계는 허용응력 설계법(ASD) 및 극한강도 설계법(USD)을 사용하고 있다. 허용응력설계 및 극한강도설계법은 경제적인 설계에 제한이 따르기 때문에 최근에 지하구조물의 설계에 극한한계상태 설계법의 채택을 다각적으로 검토하고 있는 상황이다. 이를 뒷받침하고자 본 연구에서는 일본 한계상태 설계법(LSD)에 의거한 국내 고강도 콘크리트 라이닝에 대한 발생 단면력을 산정하였으며, 이를 국내의 극한강도 설계법과 비교함으로서 경제적 설계결과 도출 가능성 및 국내 적용성을 분석하고자 하였다. 해석결과, 철근량 산정과 밀접한 관계가 있는 최대 모멘트 발생양상은 두 설계법 모두 유사하나, 발생 부재력은 일본 한계상태 설계법이 극한강도 설계법에 비하여 모멘트는 26.0%, 전단력은 26.7%감소하는 것을 확인할 수 있었으며, 이를 통하여 안정성이 확보된 조건에서 경제적인 세그먼트 설계가 가능함을 확인하였다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제22권6호
• /
• pp.89-96
• /
• 2018

교량 시설물은 사회적으로 중요한 기반 시설물로서 공용기간 동안 안전한 관리가 중요하다. 도로교량의 많은 비율을 차지하고 있는 강박스거더교량의 경우 허용응력설계법으로 설계되고 내하력이 평가되어 왔으나, 최근 한계상태설계법으로 설계기준이 변경되었음에도 불구하고 내하력 평가에서는 아직까지 허용응력법을 대부분 사용하고 있는 실정이다. 이에 이 연구에서는 2 가지 설계 방법을 이용하여 다수의 교량에 대한 내하율 평가 결과를 비교하고, 기존의 허용응력법에 의한 내하력을 한계상태법에 의한 내하력으로 환산하는 방법을 모색하고자 하였다. 이 결과는 추후 교량을 관리함에 있어 보강 필요성 판단 및 한계상태법에 의한 내하력 평가에 기초자료로 활용될 수 있을 것으로 기대된다.

• 콘크리트학회논문집
• /
• 제23권3호
• /
• pp.353-364
• /
• 2011

이 연구의 선행 연구에서는 강도 이론을 바탕으로 장방형 단면을 갖는 프리텐션 부재의 허용 압축응력 계수 산정식을 제안하였다. 이 연구에서는 프리스트레스 도입시 T형 단면 및 역T형 단면을 갖는 프리텐션 부재의 허용 압축응력 계수를 결정하기 위하여 선행 연구에서 적용한 강도 이론을 바탕으로 단면의 크기, 단면 형상, 긴장재량 및 편심비를 고려한 방대한 해석을 수행하였다. 해석 결과를 바탕으로 허용 압축응력 계수 산정식을 유도하였으며, 제안된 산정식은 프리스트레스 도입시 허용 압축응력을 T형 및 역T형 단면에서 각각 당시 콘크리트 압축강도의 80% 및 70%로 제한하였고 이는 기존의 설계기준들에서 제공하는 값보다 높은 수치였다. 제안식을 검증하기 위하여 기존의 수행된 실험 결과 및 각국의 설계기준과 비교한 결과, 낮은 편심비에서 국내 외 기준은 비안전측의 결과를, 높은 편심비에서는 오히려 과도하게 안전측의 결과를 제공할 수 있는 것으로 나타났으며, 이에 비해 제안식은 T형 및 역 T형단면을 갖는 프리텐션 부재의 허용 압축응력을 매우 합리적으로 평가하였다.

• 제어로봇시스템학회논문지
• /
• 제6권2호
• /
• pp.181-189
• /
• 2000

This paper presents the optimal redundant actuation of parallel manipulators for complicated robotic applications such as cutting grinding drilling and digging that require a high degree of operational stiffness as well as the balance between force applicability and dexterity. First by taking into account the distribution(number and location) of active joints the statics and the operational stiffness of a redundant parallel manipulator are formulated and the effects of actuation redundancy are analyzed, Second for given task requirements including joint torque limit task force maximum allowable disturbance and maximum allowable deflection the task execution conditions of a redundant parallel manipulator are derived and the efficient testing formulas are provided. Third to achieve high operational stiffness while maintaining moderate dexterity the redundant actuation of a parallel manipulator is optimized which determines the optimal distribution of active joints and the optimal internal joint torque, Finally the simulation results for the optimal redundant actuation of a planar parallel manipulator are given.

• 해양환경안전학회:학술대회논문집
• /
• 해양환경안전학회 2003년도 춘계학술발표회
• /
• pp.153-158
• /
• 2003

Design of general steel structure had applied and achieve elastic design concept mainly so far. Because elastic design supposes that whole structure complies with elasticity formula as that achieve via allowable stress of material is concept that calculate stress distribution of construction about action external load and estimate load of when the maximum stress reaches equally with allowable stress that is established beforehand by maximum safety load of the structure. But, absence that compose actuality structure by deal with external load increase small success surrender and structure hardness falls and tell structure in limit state finally on the whole as showing complicated conduct by interference between these breakdown at buckling by compression. Examined closely about conduct of place since initial buckling through carbon vocal cords transformation finite element analysis series (ANSYS) that place mending condition supposes case that is boundary condition in this investigation.

• 반도체디스플레이기술학회지
• /
• 제2권3호
• /
• pp.37-43
• /
• 2003

It is necessary to design the anti-vibration system of precision machinery for a quality assurance. However, in general, the allowable vibration limit is not well known. In this paper, the vibration criteria for foundation of sensitive machinery is proposed and anti-vibration system is designed by using vibration measurement results of foundation. Also, the finite element analysis is performed to verify the effectiveness of the designed anti-vibration system and to determine the allowable dynamic loads of precision measuring system. The results of this study will be helpful for the future design of anti-vibration structures with nano scale measuring system.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2001년도 춘계학술대회논문집
• /
• pp.863-868
• /
• 2001

It is necessary to design th anti-vibration system of precision machinery for a sound operation and a quality assurance. However, in general. the allowable vibration limit is not well known. In the paper, the vibration criteria for foundation of vibration sensitive machinery is proposed and anti-vibration system is designed by using vibration measurement results of foundation. Also, the F.E. analysis is performed to verify the effectiveness of a designed anti-vibration system and to determine allowable dynamic load of machinery

• 한국해양공학회지
• /
• 제19권2호
• /
• pp.47-52
• /
• 2005

This paper introduces a procedure for free span and fatigue analysis of offshore pipelines per DNV-RP-F105, 2002. The new method includes the axial force and deflection load in pipelines. The screening criteria were established to calculate the allowable span lengths in the new design codes. The screening criteria allows a certain amount of vortex-induced vibration due to wave and current loading. However, the induced pipe stresses are very small and usually below the limit stresess of typical S-N curves. In contrast, the conventional criteria did not allow any vortex-induced vibration in the free span of pipelines. Thus, the screening criteria yields reduced allowable span lengths. A simplified procedure was established to calculate the fatigue damage due to long-term current distribution. The long-term current statistics was assumed with a 3-parameter Weibull distribution. The fatigue damage was estimated for the span lengths obtained from the screening criteria for various conditions. Sample calculations show the effect of axial force for various boundary conditions. Comparisons with conventional criteria are included.