• Structural Engineering and Mechanics
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• 제70권4호
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• pp.431-443
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• 2019

The present paper illustrates a numerical investigation on the failure behaviour of ring-stiffened cylinder subjected to external hydrostatic pressure. The published test data of steel welded ring-stiffened cylinder are surveyed and collected. Eight test models are chosen for the verification of the modelling and FE analyses procedures. The imperfection as the consequences of the fabrication processes, such as initial geometric deformation and residual stresses due to welding and cold forming, which reduced the ultimate strength, are simulated. The results show that the collapse pressure and failure mode predicted by the nonlinear FE analyses agree acceptably with the experimental results. In addition, the failure mode parameter obtained from the characteristic pressure such as interframe buckling pressure known as local buckling pressure, overall buckling pressure, and yield pressure are also examined through the collected data and shows a good correlation. A parametric study is then conducted to confirm the failure progression as the basic parameters such as the shell radius, thickness, overall length of the compartment, and stiffener spacing are varied.

• 마이크로전자및패키징학회지
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• 제18권3호
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• pp.45-52
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• 2011

Flip Chip Ball Grid Array (FCBGA) 패키지의 솔더조인트 신뢰성을 평가하기 위한 방법으로는 다이 충격법, 다이 전단법, 3점 굽힘법, 열충격법 등이 활용된다. 본 연구에서는 솔더 접합부의 주요 고장메카니즘인 취성파괴를 확인하기 위한 방법으로 리플로우 상태, $85^{\circ}C$/85%RH 처리, $150^{\circ}C$/10hr 에이징의 처리한 후, 4가지 평가법으로 평가를 진행하여 파단모드를 분석하였다. 본 연구결과에서는 다이 충격법과 다이 전단법의 Good joint rate (GJR, %)는 리플로우 상태와 $85^{\circ}C$/85%RH처리에서 각각 89~91%와 100% 였으며, $150^{\circ}C$/10hr 에이징에서는 66%와 90%를 나타내었다. 3점 굽힘법과 열충격법의 GJR(%)는 3종류 샘플에서 모두 100%를 나타내어 변별력이 없었다. C4 솔더접합부의 신뢰성 평가법에 따른 GJR(%)의 변별력을 확인할 수 있는 방법은 die shock 과 die shear test였다.

• 한국신뢰성학회지:신뢰성응용연구
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• 제9권1호
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• pp.47-58
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• 2009

In this paper, an accelerated life test procedure for a vacuum cleaner motor is proposed. We investigate the failure mechanism of the motor and select some accelerating factors and determine the orifice size as a key accelerating factor. Three stress levels of orifice size are tested and the failure data with censored data are analyzed. The modified accelerating test will reduce the test time in design phase by using the accelerating factor.

• Computers and Concrete
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• 제18권1호
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• pp.39-51
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• 2016

This paper considers the tensile strength of concrete samples in direct, CTT, modified tension, splitting and ring tests using both of the experimental tests and numerical simulation (particle flow code 2D). It determined that which one of indirect tensile strength is close to direct tensile strength. Initially calibration of PFC was undertaken with respect to the data obtained from Brazilian laboratory tests to ensure the conformity of the simulated numerical models response. Furthermore, validation of the simulated models in four introduced tests was also cross checked with the results from experimental tests. By using numerical testing, the failure process was visually observed and failure patterns were watched to be reasonable in accordance with experimental results. Discrete element simulations demonstrated that the macro fractures in models are caused by microscopic tensile breakages on large numbers of bonded discs. Tensile strength of concrete in direct test was less than other tests results. Tensile strength resulted from modified tension test was close to direct test results. So modified tension test can be a proper test for determination of tensile strength of concrete in absence of direct test. Other advantages shown by modified tension tests are: (1) sample preparation is easy and (2) the use of a simple conventional compression press controlled by displacement compared with complicate device in other tests.

• 지질공학
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• 제32권2호
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• pp.209-219
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• 2022

본 연구에서는 강우에 따른 사면 내 지반특성 변화와 사면붕괴 형상을 실험적으로 규명하기 위하여 인공강우장치와 모형토조를 이용한 실내모형실험을 수행하였다. 이를 위하여 균질한 모래를 대상으로 모형 실험을 수행하였으며, 계측장치를 이용하여 강우침투에 의한 사면 내 포화양상을 조사하였다. 모형사면은 30°의 경사면에 35°의 사면경사로 조성하였고 강우강도는 50 mm/hr를 적용하였다. 토층의 깊이는 모형토조의 크기를 고려하여 35 cm로 선정하고 TDR센서는 깊이별로 설치하여 시간에 따른 지반특성 변화를 고찰하였다. 실험결과 강우 시 모형사면은 강우침투로 인하여 지표에서 지중으로, 선단부에서 정상부로 포화가 진행됨을 알 수 있다. 즉, 강우의 침투로 인하여 사면의 선단부가 먼저 포화되고 이후 지속적인 강우로 인하여 포화의 영역이 사면의 선단부로부터 정상부로 확대됨을 알 수 있다. 모형사면의 붕괴는 사면의 선단부에서부터 붕괴가 시작되어 이후 사면의 정상부로 확장되는 진행성 사면붕괴가 발생되었으며, 최종 사면붕괴시점에서 붕괴면적이 급격하게 증가하였다. 또한 활동면은 원호활동의 형태로 발생되었다. 한편, 사면 내 모관흡수력이 흙-함수특성곡선(SWCC)에서 산정된 공기함입치(AEV)에 이르게 되면 사면붕괴가 발생되는 것으로 나타났다.

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 1993년도 Proceedings of International Conference for Agricultural Machinery and Process Engineering
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• pp.1053-1062
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• 1993

The effect of loading speed on soil failure was studied by using a high speed triaxial compression test. Tests were conducted at 0.35-6.2m/s loading speed to compress soil specimens of sandy loam at different moisture contents. The axial stress at fracture increased with increase in loading speed up to certain critical speeds, however they decreased as the speed up to certain critical speeds, however they decreased as the speed increased further. Experiments were also conducted in the field of sandy loam soil with the vibrating tillage tool. Tests were done at 0.33-0.85m/s tractor speed oscillating frequency 13.7hz and oscillating amplitude 59mm. The maximum oscillating velocity of tillage tool was 2.5m/s. It was observed that for the oscillating operation, initially draft slightly increased with increase in forward speed and then it decreased .For the non-oscillating operation, draft increased continuously with increase in forward speed. Approach of studying soil failure in the laboratory test can be related to the field experiments.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.691-696
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• 1999

This paper is aimed to investigate flexural rehabilitation effect o pre-loaded reinforced concrete beams strengthened by carbon fiber sheet. Main Test parameters are reinforcement ratio and the magnitude of pro-loading and seven test beams are analyzed rehabilitation effect by carbon fiber sheet, load-deflection, failure mode, stress of reinforcing bar by the magnitude of pre-loading. Test results show that internal force was showed pre-loaded specimens lower than no-loaded specimens during rehabilitation and changing stiffness was showed in the same was and failure mode showed brittle failure from all specimens.

• 한국해양공학회지
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• 제16권5호
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• pp.66-72
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• 2002

Fracture behaviors of pipes with local wall thinning are very important for the integrity of nuclear power plant. However, effects of local wall thinning on strength and fracture behaviors of piping system were not well studied. Acoustic emission(AE) has been widely used in various fields because of its extreme sensitivity, dynamic detection ability and location of growing defects. In this study, we investigated failure modes of locally wall thinned pipes and AE signals by bending test. From test results, we could be divided four types of failure modes of ovalization, crack initiation after ovalization, local buckling and crack initiation after local buckling. And fracture behaviors such as elastic region, yielding region, plastic deformation region and crack progress region could be evaluated by AE counts, accumulative counts and time-frequency analysis during bending test. The result of the frequency range is expected to be basic data that can inspect plants in real-time.

• 한국신뢰성학회:학술대회논문집
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• 한국신뢰성학회 2011년도 춘계학술발표대회 논문집
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• pp.265-270
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• 2011

This paper describes a reliability/durability test of the remanufactured steering gear units. There used to be government restrictions to remanufacture certain types of automotive components regarding safety of passengers. Nevertheless, scientific approach to sustainability and remanufacturing process provided solid evidence of highly beneficial sides of reusing the products. Failure mode analysis of the steering gear unit is performed and main failure is found out. The unit is remanufactured by fixing the failure and its quality is assessed through designing a new sequence of loading events. Oil leakage is witnessed as a possible failure and its volume is measured. Conclusions based on laboratory condition durability test are given at the end.

• 한국전기전자재료학회논문지
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• 제28권12호
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• pp.843-846
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• 2015

In this paper, the failure mechanism of PTC heater were examined closely by failure analysis and based on it, accelerated life test were conducted. Finally, life distribution and acceleration model were established. The failure mechanism of PTC heater such as crack, increase of resistance due to heating were identified. Two acceleration factors such as temperature, humidity were chosen with two levels each and accelerated life test were done. Life distribution were identified as Weibull distribution with shape parameter 5.4 and Temperature-Humidity model was fitted as an acceleration model.