• 한국농공학회논문집
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• 제66권2호
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• pp.1-12
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• 2024

In order to integrate two consolidation theories of Terzaghi's consolidation theory and Mesri's secondary compression theory and to identify a model suitable for analyzing stress-strain behavior over time, numerical analysis on consolidation tests were conducted using a modified cam-clay model and a soft soil creep model and the following conclusions were obtained. The results of numerical analysis applying the theory that a linear proportional relationship is established between the void ratio at logarithmic scale and the permeability coefficient at logarithmic scale is better agreement with the result of oedometer test than the results of applying constant hydraulic conductivity. The modified cam-clay model is a model that does not include secondary compression, but the slope of the normal consolidation line corresponding to the compression index of the standard consolidation test includes secondary compression, so the actual settlement curve over time is lower than the predicted value through numerical analysis. It always gets smaller. Other previous studies that applied Terzaghi's consolidation theory to consolidation test analysis showed the same results and were cross-confirmed. The soft soil creep model, which includes secondary compression in the theory, showed good agreement in all sections including secondary compression in the consolidation test results. It was judged appropriate to use a soft soil creep model when performing numerical analysis of soft clay ground.

• 콘크리트학회논문집
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• 제15권1호
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• pp.110-116
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• 2003

근년, 콘크리트구조물이 고층화, 대형화됨에 따라 고강도, 고유동, 고내구성인 고성능 콘크리트의 수요가 많아지고 있다. 이러한 고성능 콘크리트는 보통콘크리트에 비하여 압축강도가 크고, 시공성 및 내구성이 우수한 것이 장점이지만, 보통강도 콘크리트에 비하여 파괴형태가 취성적인 것이 단점으로 제시되고 있다. 따라서, 본 연구는 W/B 30% 및 40%에서 메탈라스, 유리섬유 및 탄소섬유로 횡구속된 고성능 콘크리트의 역학적 특성을 분석하여 압축강도 및 인성개량방법을 제안하고자 하였다. 연구결과 압축강도는 횡구속재의 횡구속력의 증대에 기인하여 메탈라스, 탄소섬유 및 유리섬유의 순으로 증가하였다. 또한, 횡구속재 변화에 따른 응력-변형도곡선에서 플레인의 경우는 최대하중 이후 취성파괴로 나타난 반면, 횡구속된 경우로, 특히 메탈라스로 횡구속하였을 때에는 인성증가로 변형율이 증가하여 어느 정도 취성이 개량됨을 알 수 있었다. 탄성계수는 보강하지 않은 콘크리트와 비교하여 약간 큰 값으로 압축강도의 경향과 비슷한 양상이었다.

• 한국세라믹학회지
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• 제41권6호
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• pp.430-434
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• 2004

The values of fracture energy and mechanical flexural strength of Fiber Reinforced Cement (FRC) with polypropylene (PP) fiber modified by Ion Assisted Reaction (JAR), by which functional groups were grafted on the surface of PP fiber, was improved about 2 times as those of fracture energy and flexural strength of cement reinforced by untreated PP fiber. PP fiber was irradiated in O$_2$ environment by Ar$\^$+/ ion. The contact angle of PP treated by IAR decreased largely when compared with untreated PP. From this result, we expected that surface energy and interfacial adhesion force of treated PP fiber increased. The strain hardening occurred in the strain-stress curve of FRC including PP treated by IAR when compared with that of FRC with untreated PP. These enhanced mechanical properties might be due to strong interaction between hydrophilic group on modified PP fiber and hydroxyl group in cement matrix. This hydrophilic group on surface modified PP fiber was confirmed by XPS analysis. We clearly observed hydration products that were fixed at modified PP fiber due to the strong adhesion force of interface in cement reinforced modified PP by SEM (Scanning Electron Microscopy) study.

• 대한기계학회논문집A
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• 제28권9호
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• pp.1408-1414
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• 2004

The use of flip-chip technology has many advantages over other approaches for high-density electronic packaging. ACF (anisotropic conductive film) is one of the major flip-chip technologies, which has short chip-to-chip interconnection length, high productivity, and miniaturization of package. In this study, thermal fatigue lift of ACF bonding flip-chip package has been predicted. Elastic and thermal properties of ACF were measured by using DMA and TMA. Temperature dependent nonlinear hi-thermal analysis was conducted and the result was compared with Moire interferometer experiment. Calculated displacement field was well matched with experimental result. Thermal fatigue analysis was also conducted. The maximum shear strain occurs at the outmost located bump. Shear stress-strain curve was obtained to calculate fatigue life. Fatigue model for electronic adhesives was used to predict thermal fatigue life of ACF bonding flip-chip packaging. DOE (Design of Experiment) technique was used to find important design factors. The results show that PCB CTE (Coefficient of Thermal Expansion) and elastic modulus of ACF material are important material parameters. And as important design parameters, chip width, bump pitch and bump width were chose. 2$^{nd}$ DOE was conducted to obtain RSM equation far the choose 3 design parameter. The coefficient of determination ($R^2$) for the calculated RSM equation is 0.99934. Optimum design is conducted using the RSM equation. MMFD (Modified Method for feasible Direction) algorithm is used to optimum design. The optimum value for chip width, bump pitch and bump width were 7.87mm, 430$\mu$m, and 78$\mu$m, respectively. Approximately, 1400 cycles have been expected under optimum conditions. Reliability analysis was conducted to find out guideline for control range of design parameter. Sigma value was calculated with changing standard deviation of design variable. To acquire 6 sigma level thermal fatigue reliability, the Std. Deviation of design parameter should be controlled within 3% of average value.

• 한국컴퓨터정보학회논문지
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• 제29권6호
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• pp.167-173
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• 2024

본 연구에서는 컴퓨터로 제어되는 초음파를 이용하여 피하 조직의 탄성도를 도출할 수 있는 방법을 개발하였다. 림프 부종은 유방암 수술에서 흔한 합병증으로 유방암 생존자에 있어 삶의 질을 저하시키는 주요 원인으로 알려져 있다. 그러나 아직 부종 조직의 성상을 정량적으로 분석할 수 있는 방법은 정립되어 있지 않다. 유방암 수술 이후 한 쪽 상지에 부종으로 인한 불편감을 호소하는 환자를 대상으로 총 30례의 부종 조직과 그에 상응하는 정상 조직에서의 초음파 분석을 수행하였고, 건측과 환측 간 탄성도의 차이를 도출하였다. 그에 따라 차이가 음수인 더 딱딱한 그룹과(n=13) 양수인 더 부드러운 그룹으로(n=17) 분류하였다. 컴퓨터 제어 초음파 검사와 실시간 압력 센서를 이용한 피하 조직 탄력성 평가는 유방암 수술 후 발생한 림프 부종 환자에서 조직의 성상을 분석할 수 있는 유용한 도구가 될 것이다.

• 항공우주시스템공학회지
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• 제12권3호
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• pp.64-69
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• 2018

고속 전자기 성형 (EMF) 과정은 로렌츠 힘과 자기장의 에너지를 기반으로 한다. EMF의 장점은 향상된 성형성, 주름 감소 및 비접촉 성형 등이 있다. 본 연구에서는 전자기 성형을 통한 알루미늄 파이프의 온도에 따른 성형성을 분석하기 위해 전자기-구조 연동해석을 수행하였으며, 온도가 증가함에 따라 전기저항이 커지므로 인해 자속 밀도는 감소하고, 응력-변형률 곡선에서 온도가 높아질수록 유동 응력이 낮아지므로 변형량은 상대적으로 증가함을 확인할 수 있었다.

• 한국공간구조학회논문집
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• 제11권3호
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• pp.115-123
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• 2011

ETFE막재는 PTFE막재에 비해 상대적으로 두께가 매우 얇고 유연하기 때문에 다양한 온도환경에 따른 막재의 재료특성을 알아볼 필요가 있다. 본 논문에서는 ETFE 막재에 대해 다양한 온도하에서의 재료특성 실험을 수행하였다. 첫째로, -20$^{\circ}C$, 0$^{\circ}C$, +20$^{\circ}C$, +40$^{\circ}C$ 하에서 각각 5 시험편을 이용하여 인장실험을 수행하였으며, 각 온도하에서의 항복응력, 인장강도, 영계수를 도출하였다. 두 번째는, 25$^{\circ}C$, 40$^{\circ}C$, 60$^{\circ}C$ 하에서 각각 3MP, 6MP, 9MP의 하중을 가하여 각 온도에 따른 크리프 변형도를 알아보았다. 마지막으로, -15$^{\circ}C$, 0$^{\circ}C$, 20$^{\circ}C$ 하에서의 인열강도 시험을 수행하였다. 시험결과분석에 따르면, ETFE막재의 전제적인 거동은 크게 변하지 않았으나, 재료특생은 온도의 영향을 받고 있음을 알 수 있었다.

• 대한토목학회논문집
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• 제14권3호
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• pp.391-402
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• 1994

철근 콘크리트구조는 극한하중에서 연성파괴가 일어나도록 하는 것이 가장 중요한 설계개념의 하나이며 단면이 충분한 소성변형능력을 가지고 있을 때에는 한계상태설계법 개념을 도입하여 소성구조해석이나 모멘트 재분배를 수행하여 경제적인 단면을 설계할 수 있다. 따라서 휨연성지수는 설계된 철근 콘크리트 구조물의 휨거동을 예측하는데 뿐만 아니라 모멘트 재분배의 가능성을 판단하는데에도 이용된다. 그러나 휨연성지수 공식은 인장철근이 항복하는 순간의 곡률에 대하여 선형의 콘크리트 압축응력으로 가정하기 때문에 근사값의 휨연성지수를 계산하게 된다. 본 연구에서는 콘크리트와 철근의 응력-변형도 곡선을 이용한 수치해석으로 이론적 정해에 가까운 휨연성지수를 구하고 각 변수에 따른 휨연성지수의 변화와 공식의 오차, 복철근보의 최대철근량은 고찰함으로써 철근콘크리트 구조설계의 참고자료를 제공하고자 하며 모멘트 재분배에 관한 연구에 이용될 수 있는 철근 콘크리트 휨부재의 모멘트-곡률 곡선 모델을 제시하고자 한다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회A
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• pp.1740-1743
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• 2007

In this study, two types of fatigue tests were conducted. First, cyclic bending tests were performed using the micro-bending tester. A four-point bending test method was adopted, because it induces uniform stress fields within a loading span. Second, thermal fatigue tests were conducted using a pseudo power cycling machine which was newly developed for a realistic testing condition. The pseudo-power cycling method makes up for the weak points in a power cycling and a chamber cycling method. Two compositions of solder are tested in all test condition, one is lead-free solder (95.5Sn4.0Ag0.5Cu) and the other is eutectic lead-contained solder (63Sn37Pb). In the cyclic bending test, the solder that exhibits a good reliability can be reversed depending on the load conditions. The lead-contained solders have a longer fatigue life in the region where the applied load is high. On the contrary, the lead-free solder sustained more cyclic loads in the small load region. A similar trend was detected at the thermal cycling test. A three-dimensional finite element analysis model was constructed. A finite element analysis using ABAQUS was performed to extract the applied stress and strain in the solder joints. A constitutive model which includes both creep and plasticity was employed. Thermal fatigue was occurred due to the creep. And plastic deformation is main damage for bending failure. From the inelastic energy dissipation per cycle versus fatigue life curve, it can be found that the bending fatigue life is longer than the thermal fatigue life.

• Steel and Composite Structures
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• 제8권1호
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• pp.1-18
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• 2008

Observations from experiments and real fire indicate that restrained steel beams have better fire-resistant capability than isolated beams. Due to the effects of restraints, a steel beam in fire condition can undergo very large deflections and the run away damage may be avoided. In addition, axial forces will be induced with temperature increasing and play an important role on the behaviour of the restrained beam. The factors influencing the behavior of a restrained beam subjected to fire include the stiffness of axial and rotational restraints, the load type on the beam and the distribution of temperature in the cross-section of the beam, etc. In this paper, a simplified model is proposed to analyze the performance of restrained steel beams in fire condition. Based on an assumption of the deflection curve of the beam, the axial force, together with the strain and stress distributions in the beam, can be determined. By integrating the stress, the combined moment and force in the cross-section of the beam can be obtained. Then, through substituting the moment and axial force into the equilibrium equation, the behavior of the restrained beam in fire condition can be worked out. Furthermore, for the safety evaluation and repair after a fire, the behaviour of restrained beams during cooling should be understood. For a restrained beam experiencing very high temperatures, the strength of the steel will recover when temperature decreases, but the contraction force, which is produced by thermal contraction, will aggravate the tensile stresses in the beam. In this paper, the behaviour of the restrained beam in cooling phase is analyzed, and the effect of the contraction force is discussed.