• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.745-750
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• 2000

Steel plate bonding technique is most widely used in strengthening of existing concrete structures, but it has inherently a problem of the premature failure such as interface separation and rip off. So far, many studies have been arid out in the manner of laboratory tests for the reinforced concrete beams to find out he mechanism of the premature failure. However, in order to verify the characteristics of the premature failure, more reasonable local investigations are needed rather than such relatively global experimental works. In this study, therefore, the double lap test which simulate the pure shear loadings and the half beam tests which consider combined flexure-shear force have been done. There are, however, difficulties in getting the normal stress caused to premature failure, so that finite element analysis was performed, too. In numerical study, material nonlinearity was considered, and the interface element was applied to model the interface between steel plate and adhesive. From the results of experimental and numerical studies, a realistic failure criterion on the separation of steel plates has been derived.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 1999년도 제30회 추계학술대회
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• pp.174-178
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• 1999

This paper describes an investigation on bearing failure due to spragging that has been continuously occurred in turbine hearings. The spragging is defined as the damage found on the leading edge of unloaded pads in the tilting pad journal bearing, In general, the damage mechanism by spragging is classified into fatifgue failure, The principle cause of spragging could be thought as the self-excited vibration by the absence of a stable static equilibrium position of upper pads with no preload. Because of serious consequences of system breakdowns due to bearing failures, determination ar the causes of failure and effective method for countermeasures are very important. This paper describes both the causes of spragging and countermeasures for prevention of such failure, which are taken place in the electric power plants.

• 항공우주시스템공학회지
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• 제3권2호
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• pp.31-38
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• 2009

COMS On-board FDIR(Failure Detection, Isolation and Recovery) functions are implemented on the on-board software to satisfy the autonomy and failure tolerance requirements. This paper presents concepts of COMS Failure Management with hierarchical layers and addresses the characteristics of the FDIR layer from low level to high level. It is aimed at giving the reader the understanding how the COMS FDIR was designed and how works. It first recalls what are the system level applicable requirements, which are based on the COMS mission requirements. Then it describes the philosophy and structure of the FDIR and subsequently breaks it down into the several FDIR layers. It could be used as an important and useful reference of the information to design and develop an automatic FDIR mechanism in the future.

• Structural Engineering and Mechanics
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• 제27권1호
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• pp.99-115
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• 2007

In this paper, experimental investigations on the inelastic seismic behavior of tunnel form buildings (i.e., box-type or panel systems) are presented. Two four-story scaled building specimens were tested under quasi-static cyclic lateral loading in longitudinal and transverse directions. The experimental results and supplemental finite element simulations collectively indicate that lightly reinforced structural walls of tunnel form buildings may exhibit brittle flexural failure under seismic action. The global tension/compression couple triggers this failure mechanism by creating pure axial tension in outermost shear-walls. This type of failure takes place due to rupturing of longitudinal reinforcement without crushing of concrete, therefore is of particular interest in emphasizing the mode of failure that is not routinely considered during seismic design of shear-wall dominant structural systems.

• 국제강구조저널
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• 제18권4호
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• pp.1384-1396
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• 2018

One of the failure modes observed in steel yield energy dissipating devices (SYEDs) excited by a strong earthquake would be the low-cycle fatigue failure. Fatigue cracks of a SYED are prone to initiate at the notch areas where stress concentration is usually occurred, which is demonstrated by the cyclic tests and analyses carried out for this study. Since the fatigue failure of SYEDs dramatically deteriorates their structural capacities, the thorough investigation on their fatigue life is usually required. To do this, sophisticated modeling with considering a time-consuming and complicate fracture mechanism is generally needed. This study makes an effort to investigate the low-cycle fatigue life of SYEDs predicted by a simplified method utilizing damage indices and fatigue prediction equations that are based on the plastic strain amplitudes obtained from typical finite element analyses. This study shows that the low-cycle fatigue failure of SYEDs predicted by the simplified method can be conservatively in good agreement with the test results of SYED specimens prepared for experimental validation.

• 한국강구조학회 논문집
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• 제23권1호
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• pp.41-49
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• 2011

폭이 8m이상인 광폭형 비닐하우스는 농기구 사용의 편리성과 토지 활용성 등의 장점이 부각되면서 농가에 점차 보급되고 있는 실정이다. 이 논문은 광폭형 비닐하우스의 인장타이보강에 따른 효과에 관한 실험결과를 제공한다. 이미 앞선 연구에서는 농촌진흥청에서 고시된 폭이 6.5m인 단동형 비닐하우스 모델을 선정하여 인장타이보강효과에 대한 실험을 수행한바 있다. 본 연구에서는 ${\phi}48.1{\times}2.1$ 단면, 폭이 10.2m인 광폭형 비닐하우스를 선정하여 대칭하중 가력실험과, 햇빛에 의한 열이나 바람에 의한 불균형 적설하중을 산정한 편심하중 가력실험을 수행하였다. 타이를 보강하지 않은 실험체와 인장타이를 보강한 실험체의 하중-변위 관계를 비교 분석하였다. 대칭하중 가력실험에서 인장타이로 보강되어진 모델은 내력이 68~93%정도 증가하였다. 파괴모드는 무보강시에는 sway붕괴 메카니즘이 일어났으나 타이 보강시에는 아치 좌굴 메카니즘이 일어났다. 편심하중 가력실험 결과 타이로 보강하였을 경우 내력이 10~20%정도 증가하였다. 파괴모드는 무보강시에는 조합 붕괴 메카니즘이 일어났지만 타이보강시에는 아치 좌굴 메카니즘이 일어났다.

• 한국산학기술학회논문지
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• 제22권6호
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• pp.188-196
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• 2021

우리 군에서 운용되는 전술차량은 한국의 지형적 특성을 고려하여 허브리덕션 포탈차축이 적용되었다. 허브리덕션은 전술차량의 차체를 높여 차량의 지상고를 확보하고 토크 증대를 통해 비포장, 야지 등 험로에서의 운용능력 향상을 목적으로 개발되었다. 전술차량은 내구도 주행을 포함한 다양한 성능시험을 거쳐 전력화 되었으나 일부 전방부대 운용차량에서 바퀴 파손 문제가 발생되었다. 바퀴 이탈은 운전자의 안전과 생명에 관련된 품질문제로 명확한 원인분석이 수행되어야 한다. 현장방문을 통한 고품분석 결과 허브를 포함한 손상 부품이 많아 조속한 원인규명이 곤란하였다. 이에 손상 부품별 고장발생 메커니즘 분석을 수행하여 문제발생이 허브에서 시작되었음을 규명하였다. 또한 파손의 근본원인이 허브 내부 이물 및 기공에 의한 균열임을 최종 확인하였다. 이를 바탕으로 특성요인도 분석기법을 활용하여 설계 및 제조, 출하단계에 걸친 품질개선안을 도출하였다. 제안된 개선안은 내구해석을 포함한 단품 성능시험 및 실차 내구도 주행시험을 통해 효과성을 검증하고 이를 반영함으로써 한국형 전술차량의 주행 안전성을 확보하였다. 끝으로 본 논문에서 제시한 고장발생 메커니즘 분석기법이 향후 군용차량을 포함한 유사 장비 품질문제 분석에 활용되기를 기대한다.

• Structural Engineering and Mechanics
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• 제75권1호
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• pp.123-131
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• 2020

The bond performance of glass fibre reinforced polymer (GFRP) bars and that of steel bars embedded in Alkali Activated Cement (AAC) concrete are analysed and compared using pull-out specimens. The bond failure modes, the average bond strength and the free end bond stress-slip curves are used for comparison. Tepfers' concrete ring model is used to further analyse the splitting failure in ribbed steel bar and GFRP bar specimens. The angle the bond forces make with the bar axis was calculated and used for comparing bond behaviour of ribbed steel bar and GFRP bars in AAC concrete. The results showed that bond failure mode plays a significant role in the comparison of the average bond stress of the specimens at failure. In case of pull-out failure mode, specimens with ribbed steel bars showed a higher bond strength while specimens with GFRP bars showed a higher bond stress in case of splitting failure mode. Comparison of the bond stress-slip curves of ribbed steel bars and GFRP bars depicted that the constant bond stress region at the peak is much smaller in case of GFRP bars than ribbed steel bars indicating a basic bond mechanism difference in GFRP and ribbed steel bars.

• Structural Engineering and Mechanics
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• 제86권6호
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• pp.779-791
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• 2023

Long-termly used in water supply, an underground concrete pipe is easily subjected to the coupled action of pressure loading and flowing water, which can cause the chemo-mechanical damage of the pipe, resulting in its premature failure and lifetime reduction. Based on the leaching characteristics and damage mechanism of concrete pipe, this paper proposes a coupled chemo-mechanical damage and failure model of underground concrete pipe for water supply, including a calcium leaching model, mechanical damage equation and a failure criterion. By using the model, a numerical simulation is performed to analyze the failure process of underground concrete pipe, such as the time-varying calcium concentration in concrete, the thickness variation of pipe wall, the evolution of chemo-mechanical damage, the distribution of concrete stress on the pipe and the lifetime of the pipe. Results show that, the failure of the pipe is a coupled chemo-mechanical damage process companied with calcium leaching. During its damage and failure, the concentrations of calcium phase in concrete decrease obviously with the time, and it can cause an increase in the chemo-mechanical damage of the pipe, while the leaching and abrasion induced by flowing water can lead to the boundary movement and wall thickness reduction of the pipe, and it results in the stress redistribution on the pipe section, a premature failure and lifetime reduction of the pipe.

• 대한기계학회논문집
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• 제15권2호
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• pp.404-412
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• 1991

In the design of high speed machinery, designers must consider the problem of possible structural failure due to excessive dynamically varying stresses, which are induced by the varying external loads and internal inertia forces, in the links of the mechanism. A study of the dynamically induced stresses would indicate what values of the minimum permissible fatigue strength should be for safe mechanism operation. This paper investigates the nature of the stress fluctuation in high speed mechanism on the basis of the effects of both the loads and the friction. The latter is apt to be neglected in the usual analysis in spite of the fact that it is always generated in the operating machinery. The analysis is performed on the coupler of the slider-crank mechanism for illustrative purposes and the results are expressed in a non-dimensional form for design applications.