• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 The 8th Asian Symposium on Precision Forging ASPF
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• pp.22-25
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• 2003

The forming limits are studied for cold upsetting of high strength aluminium alloy in the present paper. Different geometry ratio and frictional conditions are investigated in the forgeability test to evaluate the forming limits and also to obtain the various strain paths. The critical fracture value can be obtained by integrating along the strain path till free surface crack initiation. To predict the damage evolution of cold upsetting, the computer-aided evaluation of forming limits is obtained by using the finite-element software DEFORM-3D and the modified Cockcroft-Latham criterion. The predicted theoretical limit strains agree quite well with the experimental results.

• Computers and Concrete
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• 제2권4호
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• pp.309-324
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• 2005

The moment-curvature relationship of reinforced concrete beams made of normal- and high-strength concrete experiencing complex load history is studied using a numerical method that employs the actual stress-strain curves of the constitutive materials and takes into account the stress-path dependence of the concrete and steel reinforcement. The load history considered includes loading, unloading and reloading. From the results obtained, it is found that the complete moment-curvature relationship, which is also path-dependent, is similar to the material stress-strain relationship with stress-path dependence. However, the unloading part of the moment-curvature relationship of the beam section is elastic but not perfectly linear, although the unloading of both concrete and steel is assumed to be linearly elastic. It is also observed that when unloading happens, the variation of neutral axis depth has different trends for under- and over-reinforced sections. Moreover, even when the section is fully unloaded, there are still residual curvature and stress in the section in some circumstances. Various issues related to the post-peak behavior of reinforced concrete beams are also discussed.

• 한국전기전자재료학회논문지
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• 제14권1호
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• pp.69-73
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• 2001

In this study, we fabricated Bi-2223/Ag high temperature superconducting tapes using PIT(Powder-In-Tube) process to apply the superconducting magnet, cable and etc. It is inevitable to deform the superconducting taps with axial strain for application. Therefore, for the characterization of the strain sensitivity of the superconducting properties, the degradation of Bi-2223/Ag tapes due to axial strain were investigated by measuring the critical current as a function of applied tension strain and external magnetic field. The critical current of Bi-2223/Ag tapes were decreased slightly up to 0.3∼0.4% applied strain but, drastically decreased more than these strains. Superconducting filament cores consisted of brittle ceramic fibers were broken easily by the large strain and current path were decreased simultaneously.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2000년도 하계학술대회 논문집
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• pp.810-813
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• 2000

In this study, we fabricated Bi-2223/Ag high temperature superconducting tapes using PIT (Powder-In-Tube) process to apply the superconducting magnet, cable and etc. It's inevitable to deform the superconducting tapes with axial strain for application. Therefore, for the characterization of the strain sensitivity of the superconducting properties, the degradation of Bi-2223/Ag tapes due to axial strain were investigated by measuring the critical current as a function of applied tension strain and external magnetic field. The critical current of Bi-2223/Ag tapes were decreased slightly up to 0.3∼0.4% applied strain but, drastically decreased more than these strains. Superconducting filament cores consisted of brittle ceramic fibers were broken easily by the large strain and current path were decreased simultaneously.

• Structural Engineering and Mechanics
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• 제16권2호
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• pp.141-152
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• 2003

Characteristics of solutions of softening plasticity are discussed in this article. The localized and non-localized solutions are obtained for a three-bar truss and their stability is evaluated with the aid of the second-order work. Beyond the bifurcation point, the single stable loading path splits into several post-bifurcation paths and the second-order work exhibits several competing minima. Among the multiple post-bifurcation equilibrium states, the localized solutions correspond to the minimum points of the second-order work, while the non-localized solutions correspond to the saddles and local maximum points. To determine the real post-bifurcation path, it is proposed that the structure should follow the path corresponding to the absolute minimum point of the second-order work. The proposal is further proved equivalent to Bazant's path criterion derived on a thermodynamics basis.

• 대한간호학회지
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• 제45권1호
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• pp.97-106
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• 2015

Purpose: This study was done to develop and test a structural model for caregiving experience including caregiving satisfaction and caregiving strain in families providing care for family members with a mental disorder. Methods: The Stress-appraisal-coping model was used as the conceptual framework and the structural equation model to confirm the path that explains what and how variables affect caregiving experience in these families. In this hypothesis model, exogenous variables were optimism, severity of illness and uncertainty. The endogenous variables were self efficacy, social support, caregiving satisfaction and caregiving strain. Data were collected using structured questionnaires. Results: Optimism and caregiving self-efficacy had significant direct and indirect effects on caregiving satisfaction. Optimism, severity of illness and uncertainty had significant direct and indirect effects on caregiving strain. The modified path model explained effects of optimism on caregiving self-efficacy with social support in the path structure as a mediator. Also, there were direct and indirect effects of optimism and uncertainty on caregiving satisfaction with social support and caregiving self-efficacy in the path structure as a mediators. Conclusion: Results suggest the need to improve caregiving self-efficacy of these families, establish support systems such as a mental health professional support programs for caregiving self-efficacy. Optimism, severity of illness and uncertainty perceived by families need to be considered in the development of support programs in order to increase their effectiveness.

• Journal of Cardiovascular Imaging
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• 제31권3호
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• pp.142-144
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• 2023

• 소성∙가공
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• 제15권6호
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• pp.467-472
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• 2006

The forming limit diagram of tube is required for the part design and the formability analysis of tube hydroforming. The finite element analyses of simple bulge test were done to obtain the various strain combinations on FLC. The finite element analysis results were shown that the bursting at various strain combinations could be induced by simple bulge test. The experiment oi tube bulge test was carried out according to the test condition that obtained from finite element analysis and the left hand side of forming limit diagram was built.

• 한국해안해양공학회지
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• 제14권4호
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• pp.286-294
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• 2002

본 연구에서는 응력이력과 시간이력이 과압밀 상태에서의 간극수압계수, A(Skempton, 1954)에 미치는 영향에 관하여 실험적으로 규명하였다. 응력경로 회전각, 과압밀비 및 접근길이로 정의되는 응력이력과 재하속도 이력 그리고 정지기간으로 정의되는 시간이력에 따른 간극수압계수(A)의 값과 변화 양상을 보았다. 응력경로 회전각에 따른 간극수압계수(A)는 그 값과 변화 경향에서 상이하게 나타났고, A의 값에 있어서는 과압밀비 의존성을 보였지만, 변화 양상에서는 의존성을 찾아 볼 수 없었다. 접근길이에 따른 간극수압계수(A)는 초기 미소 변형률 구간을 제외하고는 큰 영향을 받지 않았다. 또한, A의 값은 재하속도 이력에 영향을 받았지만, 변화 경향은 모두 동일하게 나타났다. 마지막으로 정지기간에 따른 과압밀점토의 간극수압계수, A는 정지기간의 유무에 따라 변화 경향과 값이 큰 차이를 보이다가 일정 축차응력 또는 변형률을 넘어서면 거의 유사한 값을 나타내었다.

• 콘크리트학회논문집
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• 제13권3호
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• pp.251-260
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• 2001

반복하중을 받는 철근콘크리트 보의 연성능력을 예측하기 위하여 철근콘크리트 보의 부재 축방향 변형률 ミx값의 예측이 필요하다. 가력이력이 다른 9개의 철근콘크리트 보의 실험에 의하면 축방향 변형률 $\varepsilon$$_{x}$는 부재 회전각과 하중이력에 의하여 큰 영향을 받는다 이 논문에서는 하중이력의 영향을 평가할 수 있는 $\varepsilon$$_{x}$의 모델 및 평가식이 제안되었다. 연구에서는 단면 해석법을 통하여 하중이력에 따른 $\varepsilon$$_{x}$의 변화를 고찰한 후, 단면해석과 실험결과를 근거로 하여 $\varepsilon$$_{x}$의 모델을 제안하였다. 제안된 모델은 부재 축방향 변형률을 다음의 4가지 경로로 구분하였다. 경로 1 : 휨항복 이전 또는 제하(除荷)시 $\varepsilon$$_{x}$의 기울기의 증감(增減)률은 동일하다. 경로 2 : 휨항복 이후 $\varepsilon$$_{x}$는 급격히 증가한다. 경로 3 : 사인장 균열의 폭이 닫혀지는 미끌림 구간으로 $\varepsilon$$_{x}$는 변화하지 않는다. 경로 4 : 동일한 부재 회전각 R$_{m}$ 에서 반복하중을 받을 경우 $\varepsilon$$_{x}$는 반복하중의 수에 반비례하여 증가한다. 부재 축방향 변형률을 예측하기 위하여 제안된 식은 하중이력이 다른 9개 철근콘크리트 보의 실제 $\varepsilon$$_{x}$값을 최대 15% 차이에서 추적하였고, 하중이력의 차이에 의한 $\varepsilon$$_{x}$값의 변화를 평가하였다.