• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.277-284
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• 1999

This study describes the influence factors related to slope failure pattern and dimension in the southern Kyounggi area. Intrusive and metamorphic rocks are distributed in the study area. Geological condition, rainfall property and slope geometry are influence on slope failure characteristics in the study we& Geological factors related to slope failure are rock type, geological structure and weathering condition. Because of deep soil (RS-CW) depth of granite region, circular failure type is major failure pattern in granite region. Almost granite slopes with circular or surface failure pattern are failed during heavy rainfall season. But typical wedge failure type related to geological structure factor is a main failure pattern of metamorphic rock slope. Additionally failure dimension is influenced by geological factors and several factors, i.e. natural slope condition, failure type, rainfall intensity and etc. failure height/width ratio and thickness/length ratio of granite slope are 0.88 and 0.23. But the ratios of metamorphic rock slope are 1.36 and 0.19.

• 한국농공학회지
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• 제37권2호
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• pp.64-72
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• 1995

A series of cubical triaxial tests with three independent principal stresses was per- formed on Baekma river sand( # 40~100). It was found that the major principal strain at failure remained approximately constant for b values larger than about 0.3 for both the drained and undrained condition, and thereafter increased as b value decreased. The test results showed that the direction of the strain increment at failure form acute angles with the failure surfaces for both the drained and undrained condition. The results were thus not in agreement with the normality condition from classic plasticity theory. Howev- er, it was found that the projections of the plastic strain increment vectors on the octahe- dral plane were perpendicular to the failure surface in that plane. Failure strength in terms of effective stress anlaysis was greatly influenced by the variation of intermediate principal stress and so was failure criterion. The effective stress failure surfaces for both the drained and undrained condition were estimated quite well by use of Lade's failure criterion.

• 대한기계학회논문집A
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• 제29권9호
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• pp.1161-1168
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• 2005

As a result of vehicle maintenance of rocker arm shaft for 4-cylinder SOHC engine, failure analysis of rocker arm shaft is needed. Because more than $30\%$ of vehicles investigated have been fractured. Failure analysis is classified into an naked eyes, microscope and X-ray fractography etc. It can predict applied load as well as load type. These methods are applicable to components with simple boundary condition but aren't applicable to components with complex boundary condition. The existing fractography don't catch hold of failure boundary condition quantitatively. Especially, in case that the components isn't fractured at same position. We must determine the most dangerous failure boundary condition to evaluate their operation mechanism. The effect of various factors on response should be estimated to solve this statical problem. This study presents the most dangerous failure boundary condition of rocker arm shaft using orthogonal array and ANOVA in order to assure its robustness.

• 대한산업공학회지
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• 제29권2호
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• pp.145-149
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• 2003

We consider the estimation of failure rate and acceleration factor under type-I censoring without using acceleration model when testing is conducted in only one highly accelerated condition. Failure times of an item are assumed to be exponentially distributed. It is also assumed that the uncertainty about the acceleration factor, the failure time contraction ratio between accelerated condition and use condition, can be modeled by the uniform or gamma prior distribution of appropriate parameters. We respectively use Bayes and maximum likelihood approaches to estimate acceleration factor and failure rate in the use condition. An example is given to show how the method can be applied.

• 한국자동차공학회논문집
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• 제20권2호
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• pp.1-7
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• 2012

A Failure data from operating condition includes various failures. Reliability evaluation by operating condition is more correct than test condition. Additional, the evaluation result by operating condition is widely used for quality assurance, forecasting amount of manufacturing at EOL. To discover valuable things from the failure data, arrangement of the failure data and information technique to handle data is needed among many failure data. This paper introduces a reliability prediction program to solve this problem based on the failure. And new technologies for parameters estimation with method of Graphic-Wizard-Parameters-Estimation and Genetic Algorithm are introduced.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2002년도 춘계학술대회 논문집
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• pp.873-876
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• 2002

This paper presents the effect of internal corrosion, external corrosion, material properties, operation condition, earthquake, traffic load and design thickness in pipeline on the failure prediction using a failure probability model. A nonlinear corrosion is used to represent the loss of pipe wall thickness with time. The effects of environmental, operational, and design random variables such as a pipe diameter, earthquake, fluid pressure, a corrosion rate, a material yield stress and a pipe thickness on the failure probability are systematically investigated using a failure probability model for the corrosion pipeline.

• 한국신뢰성학회:학술대회논문집
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• 한국신뢰성학회 2002년도 정기학술대회
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• pp.403-410
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• 2002

This paper presents the effect of internal corrosion, external corrosion, material properties, operation condition, earthquake, traffic load and design thickness in pipeline on the failure prediction using a failure probability model. A nonlinear corrosion is used to represent the loss of pipe wall thickness with time. The effects of environmental, operational, and design random variables such as a pipe diameter, earthquake, fluid pressure, a corrosion rate, a material yield stress and a pipe thickness on the failure probability are systematically investigated using a failure probability model for the corrosion pipeline.

• 한국심리학회지 : 문화 및 사회문제
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• 제14권1호
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• pp.101-123
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• 2008

본 연구는 남녀 대학생을 대상으로, 어머니와 연합된 성공/실패에 대한 표상을 알아보기 위해 시도되었다. 이를 위해 연구 1에서는 어머니/바구니와 성공/실패를 이중점화자극으로 100ms 동안 제시하고 난 뒤, 150ms 후(SOA 250ms)에 수용/거부와 관련된 목표자극(probe)을 제시하고 어의판단에 걸리는 시간을 측정하였다. 그 결과, 어머니조건의 반응이 통제조건보다 빨랐으며, 수용에 대한 반응이 거부 반응보다 빨랐고, 여자집단의 반응이 남자보다 빨랐다. 연구 2에서는 남녀별로 애착 고집단과 저집단을 나누어, 어머니와 성공/실패를 이중점화시킨 뒤 수용/거부에 대한 어의판단 시간을 측정하였다. 그 결과, 성공/실패와 수용/거부 간에 상호작용이 나타나, 성공-수용에 대한 반응은 가장 빨랐고, 실패-수용, 실패-거부, 성공-거부의 순으로 반응이 느려졌다. 한편 남자집단에서는 애착고저 집단 간에 유의미한 차이가 없고 상호작용도 나타나지 않았지만, 여자집단에서는 3원 상호작용이 나타났다. 즉 여자 애착 고집단에서는 성공-수용, 성공-거부에 대한 반응차이가 크지 않았고, 실패-거부에 대한 반응이 매우 느렸으나, 여자 애착 저집단에서는 성공-수용은 매우 빠른데 비해 성공-거부는 매우 느렸다. 이러한 결과는 자기 긍정성 및 성별, 애착유형에 따라 다른 성공/실패 도식과 관련하여 논의되었다.

• 지질공학
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• 제12권3호
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• pp.295-303
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• 2002

암반사면의 붕괴형태는 원호, 평면, 쐐기 또는 전도파괴로 구분하며, 각각의 붕괴는 역학적인 안정조건을 벗어날 경우 붕괴가 발생하는 것으로 평가한다. 특히, 암반사면 평면파괴는 절리면의 방향성에 대하여 일반적으로 '활동가능성이 있는 면의 주향과 절취사면의 주향의 차이가 약 20$^{\circ}$ 이상일 경우에는 발생하지 않는 것으로 알려져 있고 설계되고 있다. 그러나, 이러한 안정조건을 만족한 경우라도 사면의 붕괴가 빈번히 발생하고 있는 실정이다. 따라서, 본 논문에서는 이러한 안정된 사면조건에도 불구하고 현장 지형여건상 붕괴가 발생한 사례를 중심으로 국내 암반사면의 평면파괴조건을 제시하였다.

• 한국안전학회지
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• 제31권6호
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• pp.58-66
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• 2016

This study aims to estimate the failure probability of concrete gravity dams for their risk analysis under flood situation. To the end, failure modes of concrete gravity dams and their limit state functions are proposed based on numerous review of domestic and international literatures on the dam failure cases and design standards. Three failure modes are proposed: overturning, sliding, and overstress. Based on the failure modes the limit state functions, the failure probability is assessed for a weir section and a non-weir section of a dam in Korea. As water level is rising from operational condition to extreme flood condition, the failure probability is found to be raised up to the warning condition, especially for overturning mode at the non-weir section. The result can be used to reduce the risk of the dam by random environmental variables under possible flood situation.