• International Journal of Naval Architecture and Ocean Engineering
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• 제11권2호
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• pp.671-678
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• 2019

In this paper, the low cycle fatigue failure and ratcheting behavior, as well as their interaction of AH32 steel were experimentally investigated under uniaxial cyclic loading. The effects of mean stress, stress amplitude and stress ratio on the low cycle fatigue life and ratcheting strain were discussed. It was found that the ratcheting strain increased while the fatigue life decreased with the increase of mean stress and stress amplitude, and the increasing stress ratio would result in smaller ratcheting and larger fatigue life. Two kinds of failure modes, i.e. low cycle fatigue failure due to crack propagates and ratcheting failure due to large plastic strain will take place respectively. Based on the experimental results, considered the effect of ratcheting on fatigue life, a model with the maximum stress and ratcheting strain rate was proposed. Comparison with the experimental result showed that the new model provided a good prediction for AH32 steel.

• 한국융합학회논문지
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• 제11권2호
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• pp.175-185
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• 2020

본 연구는 서울 소재 대학생 345명을 대상으로 학업스트레스가 학업소진에 미치는 영향과 학업실패내성의 매개효과를 살펴보고 대인관계스트레스 수준이 학업소진에 차별적 영향을 주는지 알아보기 위해 실시되었다. 각 변인들 간의 관계를 회귀분석과 부스트래핑, 그리고 조절된 매개분석을 통해 확인하였으며, 연구 결과 첫째, 학업스트레스가 많을수록 학업소진을 많이 겪음이 확인 되었다. 둘째, 학업스트레스와 학업소진 간의 관계에서 학업실패내성의 매개효과를 확인했다. 셋째, 학업실패내성의 매개효과는 대인관계스트레스에 의해 조절됨을 확인하였다. 본 연구는 대학생의 학업스트레스를 개인적·사회적 차원으로 나누어 학업소진에 미치는 영향을 살펴보았다는데 학문적 의의를 가지며 대학생 학업문제 개입 방안에 있어 대인관계스트레스를 다루는 것의 실무적 중요성을 시사한다.

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 1996년도 International Conference on Agricultural Machinery Engineering Proceedings
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• pp.238-246
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• 1996

When the important structures or components of agricultural machinery are designed, the full-filed methods of stress analysis can provide enough information in order to obtain lighter weight and prevent failure. The photoelasticity has been applicated to solve many practical engineering problems. The coating method provides full-field information, enabling the engineers to determine the complete distribution of surface strains and directly highlighting severely strained areas, especially for the welded frames of agricultural machinery. A combined method of model and prototype for strain analysis of excavator has been successfully applied to improve design. A measuring and recording system controlled by micro-computer and application software for dynamic event was studied. It can be widely used in structural failure analysis under cyclical loading . Typical application concerned stress field of crack tip and failure analysis of some mechanical structures are introduced are in roduced briefly in this paper.

• Geomechanics and Engineering
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• 제28권4호
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• pp.335-346
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• 2022

Buckling failure is a typical slope instability mode that should be paid more attention to. It is difficult to provide systematic guidance for the monitoring and management of such slopes due to unclear mechanism. Here we examine buckling failure as the potential instability mode for a slope above a railway tunnel in southwest China. A comprehensive model test system was developed that can be used to conduct buckling failure experiments. The displacement, stress, and strain of the slope were monitored to document the evolution of buckling failure during the experiment. Monitoring data reveal the deformation and stress characteristics of the slope with different slipping mass thicknesses and under different top loads. The test results show that the slipping mass is the main subject of the top load and is the key object of monitoring. Displacement and stress precede buckling failure, so maybe useful predictors of impending failure. However, the response of the stress variation is earlier than displacement variation during the failure process. It is also necessary to monitor the bedrock near the slip face because its stress evolution plays an important role in the early prediction of instability. The position near the slope foot is most prone to buckling failure, so it should be closely monitored.

• 한국가구학회지
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• 제10권1호
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• pp.23-32
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• 1999

The ultrastructural characteristics of shear fracture surfaces of laminated wood prepared from major four Korea wood specimens were examined. Commercial urea and urethan resin were used as adhesives for laminated woods of both homospecies and heterospecies. The morphology of fracture surface was observed using an optical microscopy and scanning electron microscopy. Three anatomical failure types were recognized : intercell failure, intrawall failure and transwall failure. In dry specimen, failure occurred mainly in woods. Laminated woods of softwoods showed mostly intrawall failure and transwall failure of tracheids, and them of hardwoods indicated mainly intrawall failure and interwall failure. Laminated woods prepared with urethan resin showed coarse fracture surface, on the other hand, those prepared with an urea formaldehyde resin had clean surface. In wet specimen, failure occurred dominantly in glue line. Intrawall failure and flags were characterized in laminated wood prepared with urethan resin. In heterospecies laminated woods, failure was occurred mainly in softwood. Consequently, fracture morphology of laminated wood may be influenced by adhesives, moisture content, species and anatomical characteristics.

• 대한기계학회논문집A
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• 제30권9호
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• pp.1086-1093
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• 2006

A local failure criterion for the API X65 steel is applied to predict ductile failure of full-scale API X65 pipes with simulated corrosion and gouge defects under internal pressure. The local failure criterion is the stress-modified fracture strain for the API X65 steel as a function of the stress triaxiality (defined by the ratio of the hydrostatic stress to the effective stress). Based on detailed FE analyses with the proposed local failure criteria, burst pressures of defective pipes are estimated and compared with experimental data. The predicted burst pressures are in good agreement with experimental data. Noting that an assessment equation against the gouge defect is not yet available, parametric study is performed, from which a simple equation is proposed to predict burst pressure fur API X65 pipes with gouge defects.

• 한국안전학회지
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• 제17권4호
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• pp.52-60
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• 2002

Failure criterion is a parameter to represent the resistance to failure of locally wall thinned pipe, and it depends on material characteristics, defect geometry, applied loading type, and failure mode. Therefore, accurate prediction of integrity of wall thinned pipe requires a failure criterion adequately reflected the characteristics of defect shape and loading in the piping system. In the present study, the finite element analysis was performed and the results were compared with those of pipe experiment to develop a sound criterion for failure of internally wall thinned pipe subjected to combined pressure and bending loads. By comparing the predictions of failure to actual failure load and displacement, an appropriate criterion was investigated. From this investigation, it is concluded that true ultimate stress criterion is the most accurate to predict failure of wall thinned pipe under combined loads, but it is not conservative under some conditions. Engineering ultimate stress estimates the failure load and displacement reasonably for al conditions, although the predictions are less accurate compared with the results predicted by true ultimate stress criterion.

• 한국식품과학회지
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• 제27권3호
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• pp.324-328
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• 1995

두부의 제조공정(응고제 종류 및 양, 두유가열온도, 성형압력)에 따른 두부의 물성학적 성질의 변화를 파손강도와 응력완화현상을 이용하여 측정, 분석하였다. 각 응고제$(CaCl_2,\;MgCl_2,\;CaSO_4,\;GDL)$ 중에서 $CaCl_2$가 가장 뛰어난 파손강도를 보였으며 대부분 0.3%에서 최대치를 보였다. 가열온도는 $95^{\circ}C$에서 최대의 강도를 나타내었고 성형압력 15 kgf에서 모든 응고제를 이용한 두부는 성형되었으며, 일반적으로 성형압력이 높을수록 두부조직의 강도도 증가하였다. 각 제조조건에 따른 응력완화 실험에서는 초기응력 값이 파손강도의 결과와 일치하는 경향을 보였고 탄성성분과 점성성분 또한 파손강도의 변화와 같은 경향을 나타내었다. 응력완화실험을 통하여 측정한 두부조직의 물성을 수학적 모델에 적용하여 조직의 변화를 수치화하여 설명하였다.

• 터널과지하공간
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• 제16권6호
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• pp.437-450
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• 2006

암반구조물의 파괴는 초기응력의 크기, 무결암의 강도 그리고 단층이나 절리와 같이 암반 내에 존재하는 불연속면의 상태에 의해 좌우된다. 일반적으로 고심도에 건설되는 암반구조물의 경우 높은 현지응력과 공동굴착에 따른 유도응력으로 인해 공동 경계면에서 스폴링이나 슬래빙과 같은 취성파괴가 발생할 수 있다. 최근 고심도에 건설되는 암반구조물이 증가함에 따라 취성파괴의 발생사례가 증가하고 있으며, 더욱이 국내의 저심도 구간에서도 스폴링 현상이 보고되어 취성파괴에 대한 연구의 필요성이 요구된다. 그러나 아직까지 취성파괴에 대해 명확하게 규명되지 않아 본 보고에서 취성파괴 현상을 규명하기 위해 수행되었던 기존 연구결과를 중심으로 취성파괴와 그 특징에 대하여 요약 정리하였다.

• Journal of Welding and Joining
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• 제5권2호
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• pp.9-16
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• 1987

Post weld heat treatment (PWHT) is carried out to increase the fracture toughness in heat affected zone(HAZ) and remove the residual stress. There occur some problems such as toughness decreement and stress relief cracking(SRC) in the coarse grained HAZ subjected to the effect of tempering treatment. Especially, embitterment of structure directly relates to the mode of fracture and is appeared as the difference of fracture surface, that is, grain boundary failure. Therefore, in this paper, PWHT was carried out under the stress of 0, 10, 20 and $30kg/cm^2$ to simulate residual stress in HAZ welded by heat input of 10, 30 and 40KJ/cm. Applied stress in weld HAZ during PWHT assisted precipitin of over saturated alloying element in the structure, and grain boundary failure according to welding heat input didn't almost appear at the heat input of 10 KJ/cm, but it appeared from being the applied stress of $30kg/cm^2$ at $30KJ/cm and 20kg/mm^2$ at 40KJ/cm.