• 대한산업공학회지
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• 제31권1호
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• pp.36-43
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• 2005

It is the basic requirement of design process of parts assembly to specify geometric dimensions and tolerances of product characteristics. Among them, tolerance stack analysis is one of the important methods to specify tolerance zone. Tolerance stack analysis is to calculate gap using tolerances which includes geometric and coordinate dimensions. In this study, we suggested more general method called the virtual method to analyze tolerance stack. In virtual method, tolerance zone is formed by combination of dimensional tolerance, geometric tolerance and bonus tolerance. Also tolerance zone is classified by virtual boundary condition and resultant boundary condition. So gap can be defined by combination of virtual boundary and/or resultant boundary. Several examples are used to show the effectiveness of new method comparing to other methods.

• 한국터널지하공간학회 논문집
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• 제14권3호
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• pp.231-246
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• 2012

최근 터널 건설은 종종 연약대층을 인접하여 계획하게 된다. 이러한 경우 터널 굴착은 안정화되어 있던 지반을 이완시키고 따라서 터널의 안정성에 문제를 일으킬 수 있다. 안정성에 문제를 일으킬 수 있는 주요 영향인자들을 보면 연약대층이 지표면과 이루는 각도, 연약대층과 터널의 이격거리 등을 들 수 있다. 본 연구에서는 연약대층을 인접하여 건설되는 터널의 굴착과정에서 발생하는 변위량과 균열발생 양상을 조사함으로써, 연약대층이 지표면과 이루는 각도 및 연약대층과 터널의 이격거리가 터널의 역학적 거동에 미치는 영향을 조사하였다. 연약대층이 지표면과 이루는 각도 및 연약대층과 터널의 이격거리를 변화시켜 가면서 균질한 재료를 가지고 실내 축소 모형실험을 수행하고 이를 분석하였다. 실험결과, 연약대층이 지표면과 이루는 각도가 수평에서 수직으로 변화함에 따라 터널 주변의 변위 발생량이 증가하였다. 연약대층과 터널의 이격거리가 증가함에 따라 터널 주변의 변위 발생량이 감소하였고, 특정 이격거리 이상에서 안정화되었다. 이러한 발견들은 기존의 연구결과들을 정량적으로 검증하고 확장하는 것이라 판단된다. 최종적으로 연약대층이 지표면과 이루는 각도 변화에 따른 연약대층과 터널의 적정 이격거리를 정의하였다. 이러한 기초적인 연구는 연약대층을 인접하여 신설되는 터널 설계에 보다 합리적인 제안을 할 수 있을 것으로 판단된다.

• 대한인간공학회지
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• 제32권3호
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• pp.237-243
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• 2013

Objective: The present study developed an estimation method of boundary zone representative humanoids(hereafter, EBZ method) using descriptive statistics on the design target population. Background: The boundary zone method(hereafter, BZ method) generates representative humanoids at a boundary zone that statistically accommodates a designated percent of the design target population; however, the BZ method has a practical limitation because it requires a large scale anthropometric database on the design target population. Method: The EBZ method developed in the present study consisted of 3 steps. In the first step, the boundary zone of accommodating a designated percent(e.g., 90%) is formed under the assumption of normal distributions for anthropometric sizes. In the second step, cases that fall within the boundary zone are estimated using descriptive statistics(mean, standard deviation, and covariance) on the design target population. In the last step, K-mean cluster analysis is conducted for the cases, and representative humanoids are selected from each of clusters. Results: Evaluation results showed that mean accommodation percent of the EBZ method was 90.9%(range: 90.8~91.1%) which is similar to the target percent(90%). In addition, standard deviation of accommodation percent for 100 repetitions was 0.1%. Lastly, the number of representative humanoids generated by the EBZ method(n = 20) was similar to the BZ method(n = 16). Conclusion: The EBZ method can generate representative humanoids which accommodate a designated percent of the design target population using descriptive statistics. Application: The EBZ method can be utilized in the generation of humanoids for ergonomic design and evaluation of products when the large scale anthropometric database on the design target population is not existed.

• 한국산학기술학회논문지
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• 제21권8호
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• pp.60-66
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• 2020

본 연구에서는 화학사고 및 화학테러 대응 시 화학물질로부터 인명 및 환경을 보호하기 위한 경계구역 설정에 관하여 국·내외 사례 조사를 바탕으로 우리나라 실정에 적합한 경계구역 선정 개선방안을 제시하고자 하였다. 현재 다양한 관계부처에서는 공통적으로 hot zone, warm zone, cold zone으로 구분하여 사용 중이나 특정 지역에 대해서는 용어 활용 측면에서 상이한 의미로 혼용되고 있다. 따라서 경계구역을 기존 3개 지역에서 hot zone, warm zone, cold zone, safety zone 4개 지역으로 구분하여 활용할 것을 제시하였다. 그리고 warm zone을 관심지역, safety zone을 안전지역으로 용어를 정립하도록 한다. 기존에 적용하던 ERPG 급성노출기준은 다양한 노출시간을 고려하지 않기 때문에 장시간 노출상황 적용에 적합하지 않으므로 적용 우선순위를 AEGL, ERPG, PAC, IDLHs 순으로 하도록 한다. CARIS 정보제공 방안은 확산평가가 가능한 물질 또는 불가능한 물질이거나 실내누출 상황으로 구분하고 풍향신뢰선과 ERG의 초기이격거리 및 방호활동거리를 함께 표현하여 현장대응 및 주민대피 결정 정보자료로 활용될 수 있도록 한다.

• 한국표면공학회지
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• 제38권6호
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• pp.227-233
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• 2005

Electrochemical characteristics of welded stainless steels containing Ti have been studied by using the electrochemical techniques in 0.5 M $H_2SO_4$+0.01 M KSCN solutions at $25^{\circ}C$. Stainless steels with 12 mm thick-ness containing $0.2{\~}0.9 wt\%$ Ti were fabricated with vacuum melting and following rolling process. The stainless steels were solutionized for 1hr at $1050^{\circ}C$ and welded by MIG method. Samples were individually prepared with welded zone, heat affected zone, and matrix for intergranular corrosion and pitting test. Optical microscope, XRD and SEM are used for analysing microstructure, surface and corrosion morphology of the stainless steels. The welded zone of the stainless steel with lower Ti content have shown dendrite structure mixed with $\gamma$ and $\delta$ phase. The Cr-carbides were precipitated at twin and grain boundary in heat affected zone of the steel and also the matrix had the typical solutionized structure. The result of electrochemical measurements showed that the corrosion potential of welded stainless steel were Increased with higher Ti content. On the other hand, reactivation($I_r$), passivation and active current($I_a$) density were decreased with higher Ti content. In the case of lower Ti content, the corrosion attack of welded stainless steel was remarkably occurred along intergranular boundary and ${\gamma}/{\delta}$ phase boundary in heat affected zone.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.853-858
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• 2001

Experimental studies were peformed to investigate variations in ductility of shear wall with length of boundary confinement. Eight specimens containg different lengths of confinment zone, which model compressive zone in plastic regions of shear walls, were tested against eccentric vetical load. Stress-strain model for confined concrete was used to predict strength and ductility of the specimens, which was compared to the test results. The results obtained show that failure of the compressive zone occurs in a brittle manner when the stress of unconfined zone softened after the ultimate strength were reached. To enhance the ductility of shear walls with concentrated confinement zone such as barbell-type walls, the ultimate strength of the confinement zone needs to be increased, and for shear walls with distributed confinement zone the length of the confinement zone needs to be extended.

• Computers and Concrete
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• 제2권2호
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• pp.111-123
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• 2005

The ductility of reinforced concrete bearing walls subjected to high axial loading and moment can be enhanced by improving the deformability of the compression zone or by reducing the neutral axis depth. The current state-of-the-art procedure evaluating the confinement effect prompts a consideration of the spaces between the transverse and longitudinal reinforcing bars, and a provision of tie bars. At the same time, consideration must also be given to the thickness of the walls. However, such considerations indicate that the confinement effect cannot be expected with the current practice of detailing wall ends in Korea. As an alternative, a comprehensive method for dimensioning boundary elements is proposed so that the entire section of a boundary element can stay within the compression zone when the full flexural strength of the wall is developed. In this comprehensive method, the once predominant code approach for determining the compression zone has been advanced by considering the rectangular stress block parameters varying with the extreme compression fiber strain. Moreover, the size of boundary elements can also be determined in relation to the architectural requirement.

• 한국생산제조학회지
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• 제19권1호
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• pp.26-32
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• 2010

SM45C steel rods using generally for machine components were selected and welded by butt-GMA welding method for this study. And then they were studied about characteristics of fatigue behavior and fracture surfaces by rotary bending test. Fatigue strength in weld zone present highly in order of the boundary between deposited metal zone and heat affected zone, deposited metal zone, heat affected zone. The region of infinite life by Haigh diagram present highly in order of the boundary between deposited metal zone and heat affected zone, deposited metal zone, heat affected zone. Fatigue cracks in unnotched specimens of base metal and weld zone introduce simultaneously from extensive out-side of circumferential cross-section and propagate to the other side indicating beach markings and dimples according to consolidation of fatigue cracks. Fatigue cracks in all of notched specimens introduce simultaneously in out-side of circumferential cross-section by high stresses and propagate to center of it indicating beach markings.

• Journal of Welding and Joining
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• 제25권4호
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• pp.1-3
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• 2007

• Journal of Welding and Joining
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• 제14권2호
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• pp.90-95
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• 1996

In order to investigate characteristics of surface fatigue crack propagation from a pit shaped surface defect which frequently exists around welded joints, SS400 steel with thickness of 12mm, which has been generally used for structure members, was welded with submerged-arc butt type and machined for both surface. An initial surface defect of pit shape with the aspect ratio of 2 was made on the specimen. The initial defect was located at 5 different zones over the weldment : weld metal zone, boundary between weld metal and HAZ, HAZ, boundary between HAZ and base metal. Characteristics of surface fatigue crack propagation from the defect on each region under the same loading condition were investigated and compared.