• 대한치과교정학회지
• /
• 제12권2호
• /
• pp.139-144
• /
• 1982

저자(著者)는 3가지 종류(種類)의 bracket을 교정(矯正)을 위(爲)해서 발치(拔齒)한 20개(個)씩의 소구치(小臼齒)에 접착(接着)하여 24시간(時問) 후(後)에 인장강도(引張?度)를 측정(測定)한 결과(結果) 다음과 같은 결론(結論)을 얻었다. foil-mesh base bracket과 photo-etched base bracket의 평균인장강도(平均引張强度)는 통계학적(統計學的)으로 유의(有意)한 차(差)가 없으며, plastic bracket은 인장강도(引張强度) 측정(測定) 시(時) wing의 변형(變形)에 의(依)해서 정확(正確)한 측정(測定) 결과(結果)를 얻을 수 없 었다. 접착제(接着劑)가 떨어진 양상(樣相)은 foil-mesh base bracket과 photo-etched base bracket에서 접착제(接着劑)가 치아(齒牙)와 bracket 에 부분적(部分的)으로 붙어서 떨어진 것이 각기(各其) 50%로 가장 많았고, 접착제(接着劑)가 치아(齒牙)에만 붙어서 떨어진 것 (30%, 35%), 접착제(接着劑)가 bracket에만 붙어서 떨어진 것 (20%, 15%) 순(順)으로 나타났다.

• 한국컴퓨터정보학회논문지
• /
• 제18권10호
• /
• pp.199-205
• /
• 2013

본 연구에서는 기존에 존재하는 제품을 대체하고 보완하는 기능을 가진 새로운 유형의 컴퓨터가 시장에서 받아들여지지 않아 실패하는 요인을 연구하였다. 제품실패의 원인을 소비자가 제품의 가치를 부정적으로 지각하는 것에 두고, 가치 지각에 영향을 주는 요인들을 소비자가 제품을 사용하여 얻게 되는 혜택과 제품을 사용하는데 소요되는 비용으로 구분하여 영향관계를 파악하였다. 넷북을 대상으로 실증 연구한 결과 소비자가 신제품의 가치에 대해 부정적으로 지각하는 것은 사용의도에 부정적으로 영향을 미치는 것으로 나타났다. 그리고 소비자가 새로운 유형의 컴퓨터에 대해 지각하는 비용은 신제품의 가치를 부정적으로 지각하는데 유의하게 영향을 미치는 것으로 나타났다. 다만 소비자가 새로운 유형의 컴퓨터에 대해 혜택을 부정적으로 지각하더라도 이는 가치를 부정적으로 지각하는데 영향을 미치지 않았다.

• Structural Engineering and Mechanics
• /
• 제60권5호
• /
• pp.809-828
• /
• 2016

In deep open pit mines, slope stability is very important. Particularly, increasing the depths increase the risks in mines having weak rock mass. Blasting operations in this type of open pits may have a negative impact on slope stability. Several or combination of methods can be used in order to enable better analysis in this type of deep open-pit mines. Numerical modeling is one of these options. Many complex problems can be integrated into numerical methods at the same time and analysis, solutions can be performed on a single model. Rock failure criterions and rock models are used in numerical modeling. Hoek-Brown and Mohr-Coulomb terms are the two most commonly used rock failure conditions. In this study, mine planning and discontinuity conditions of a lignite mine facing two big landslides previously, has been investigated. Moreover, the presence of some damage before starting the study was identified in surrounding structures. The primary research of this study is on slope study. In slope stability analysis, numerical modeling methods with Hoek-Brown and Mohr-Coulomb failure criterions were used separately. Preparing the input data to the numerical model, the outcomes of patented-blast vibration minimization method, developed by co-author was used. The analysis showed that, the model prepared by applying Hoek-Brown failure criterion, failed in the stage of 10. However, the model prepared by using Mohr-Coulomb failure criterion did not fail even in the stage 17. Examining the full research field, there has been ongoing production in this mine without any failure and damage to surface structures.

• 한국구조물진단유지관리공학회 논문집
• /
• 제14권6호
• /
• pp.109-116
• /
• 2010

철근콘크리트 보의 휨 및 전단파괴 예측을 위한 철근콘크리트 부재의 3차원 유한요소모델을 개발하였다. 다축구속응력 하에서의 콘크리트의 연성거동을 보다 정확히 예측하기 위해 변형률 공간에서의 콘크리트 파괴기준을 제시하였다. 3축하에서의 콘크리트 균열거동을 위해 균열발생 후 인장연화거동, 골재맞물림 및 다우얼효과를 고려한 균열면 전단전달특성을 고려토록 하였다. 휨 및 전단 파괴 양상을 갖는 보 시험체와의 비교 연구를 통하여 본 유한요소 모델은 저보강보의 연성 휨 파괴 뿐만 아니라 전단보강되지 않은 철근콘크리트 보의 취성 전단 파괴 양상을 갖는 부재의 거동 예측에도 유효한 것으로 판단되었다.

• 해양환경안전학회지
• /
• 제26권3호
• /
• pp.227-232
• /
• 2020

This paper develops a risk index based on an indicator of risk assessment in terms of coastal activity location and accident type. The risk index is derived from a formula which adds the consequence of failure to a vulnerability value, then subtracts the mitigation value. Specifically, the consequence of failure is the number of casualties in coastal activity locations. An indicator of vulnerability refers to coastal environment elements and social elements. A pointer of mitigation includes managerial and organizational elements that indicate the capabilities of coastal activities. A risk rating of coastal activity location is found from a risk matrix consisting of the accident location and type. The purpose of this study is to prevent accidents at coastal activity locations by allowing the Coastal police guard to monitor effectively and inform visitors of potential risks.

• Journal of the Korean Data and Information Science Society
• /
• 제20권6호
• /
• pp.1169-1175
• /
• 2009

In this paper, the inferences of data obtained from periodic inspection and type I censoring for the step-stress accelerated life test are studied. The exponential distribution with a failure rate function that a log-linear function of stress and the tampered failure rate model are considered. The maximum likelihood estimators of the model parameters are estimated and also the optimal stress change time which minimize the asymptotic variance of maximum likelihood estimators of parameters is determined. A numerical example will be given to illustrate the proposed inferential procedures and the sensitivity of the asymptotic variance of the estimated mean by the guessed parameters is investigated.

• Structural Engineering and Mechanics
• /
• 제5권5호
• /
• pp.625-634
• /
• 1997

Reinforced concrete (RC) interior beam-column joints with high-strength materials: concrete compressive strength of 100 MPa and the yield strength of longitudinal bars of 685 MPa, were analyzed using three-dimensional (3-D) nonlinear finite element method (FEM). Specimen OKJ3 of joint shear failure type was a plane interior joint, and Specimen 12 of beam flexural failure type was a 3-D interior joint with transverse beams. Though the analytical initial stiffness was higher than experimental one, the analytical results gave a good agreement with the test results on the maximum story shear forces, the failure mode.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
• /
• pp.5-8
• /
• 2005

The purpose of this study is to investigate the mechanical characteristics of plain and steel fiber high strength concrete under uniaxial and biaxial loading condition. A number of plain and steel fiber high strength concrete cubes having 28 days compressive strength of 82.7Mpa (12,000psi) were made and tested. Four principal compression stress ratios, and four fiber concentrations were selected as major test variables. From test results, it is shown that confinement stress in minor stress direction has pronounced effect on the strength and deformational behavior. Both of the stiffness and ultimate strength of the plain and fiber high strength concrete increased. The maximum increase of ultimate strength occurred at biaxial stress ratio of 0.5 in the plain high strength concrete and the value were recorded 30 percent over than the strength under uniaxial condition. The failure modes of plain high strength concrete under uniaxial compression were shown as splitting type of failure but steel fiber concrete specimens under biaxial condition showed shear type failure.

• 한국마이크로전자및패키징학회:학술대회논문집
• /
• 한국마이크로전자및패키징학회 2002년도 International Symposium
• /
• pp.79-94
• /
• 2002

Root cause -Thermal expansion coefficient mismatch -Tape warpage -Initial die crack (die roughness) Guideline for failure prevention -Optimized tape/Substrate design for minimizing the warpage -Fine surface of die backside Root cause -Thermal expansion coefficient mismatch - Repetitive bending of a signal trace during TC cycle - Solder mask damage Guideline for failure prevention - Increase of trace width - Don't make signal trace passing the die edge - Proper material selection with thick substrate core Root cause -Thermal expansion coefficient mismatch -Creep deformation of solder joint(shear/normal) -Material degradation Guideline for failure Prevention -Increase of solder ball size -Proper selection of the PCB/Substrate thickness -Optimal design of the ball array -Solder mask opening type : NSMD -In some case, LGA type is better

• 한국복합재료학회:학술대회논문집
• /
• 한국복합재료학회 2002년도 추계학술발표대회 논문집
• /
• pp.118-121
• /
• 2002

Polyvinylidene di-fluoride (PVDF) film sensor appeared to be practically useful for the structural health monitoring of composite materials and structures. PVDF film sensors were either attached to or embedded in the graphite/epoxy composite (CFRP) samples to detect the fatigue damage at the bondline of single-lap joints or the tensile failure of unidirectional laminates. PVDF sensors were sensitive enough to detect and determine the crack front in linear location since composites usually produce very energetic acoustic emission (AE). PVDF sensors are extremely cost-effective, as flexible as other plastic films, in low profile as thin as a few tens of microns, and have relatively wide-band response, all of which characteristics are readily utilized for the structural health monitoring of composite structures. Signals due to fatigue damage showed a characteristics of mode II (shear) type failure whereas those from fiber breakage at DEN notches showed that of mode I (tensile) type fracture.