• 한국지반공학회논문집
• /
• 제25권9호
• /
• pp.77-92
• /
• 2009

본 연구에서는 압밀이 진행중인 싱가포르 지역 연약지반에서 말뚝-그라우팅 슬라브 공법이 적용된 흙 막이 굴착 시 합리적인 말뚝의 인장력 산정을 위한 수치해석 연구를 수행하였다. 선형탄성/Mohr-Coulomb소성 모델을 적용한 2차원 수치해석을 통해 굴착 중 말뚝-그라우팅 슬라브 공법에 의한 보강효과를 살펴보았고 다양한 지반 변수에 대한 매개 변수 해석을 수행하여 말뚝 인장력의 산정과 관련하여 핵심적인 영향 인자를 파악하였다. 이를 바탕으로 해성점토 지반의 압밀 상태를 고려하기 위하여 수정 Cam-Clay 모델을 통해 현장의 비배수 전단강도 분포로부터 현장의 유효응력상태를 역으로 추정하였으며 실내 시험 분석을 통해 추정된 핵심 영향 인자의 범위를 산정하여 합리적으로 말뚝의 인장력을 산정하고자 하였다.

• Tuberculosis and Respiratory Diseases
• /
• 제63권3호
• /
• pp.242-250
• /
• 2007

배경 및 목적: 암세포는 빠른 증식 속도로 인하여 상대적인 저산소증에 노출되면서 비정상적인 종양 혈관을 형성하여 치명적인 병인을 형성한다. 저산소증에서의 암세포 내의 유전자 표현을 연구하는 것은 병인의 규명과 나아가 치료에 결정적인 단초를 제공할 수 있다. 이에 본 연구에서는 체외 배양한 비소세포폐암의 증식과 저산소증 상태에 대한 연구를 시행하였다. 재료 및 방법: 비소세포폐암주인 A549를 RPMI 배지에서 계대 배양하였다. 저산소 유사 상태는 Modular Incubator Chamber(MIC-101)을 이용하였고 5% 이산화탄소와 95% 질소 혼합 가스를 5분간 공급하여 저산소 상태를 만들었으며 세포 배양액을 채취하여 혈액가스분석기(Blood Gas Analyzer ABL 725)로 세포 배양 상태를 측정하였다. 대조군으로 5% $CO_2$와 멸균한 대기 공기 95%가 혼합된 가스를 사용하였다. 세포의 증식 상태는 MTT 방법을 실시하였다. 결과: 1. MIC-101을 이용하였을 때, 무산소혼합가스를 투여 후 30분에 50%의 산소 분압저하를 확인하였으며, 대기 가스에 의해 산소농도를 회복하는 것을 볼 수 있었다. 2. 무산소 혼합가스로 정화(purging)를 하면 산소의 분압을 더 낮출 수 있었다. 3. 저산소 상태에서 세포 배양액 내에는 pH 감소, 젖산 증가, 포도당의 감소와 같은 미세환경이 변하였다. 4. 세포배양액에 따라 저산소에 의해 유도되는 포도당 저하에 차이가 있었다. 5. 비소세포폐암주는 저산소에 의해 증식능이 억제되었다. 결론: 저산소 상태는 세포 배양액 내 포도당 농도의 감소, 젖산의 증가, pH의 감소 등 세포 배양 미세 환경을 변화시키며, 비소세포폐암세포는 증식이 억제된다. 저산소는 미세 환경 변화와 함께 직접적으로 그리고 간접적으로 비소세포의 증식능에 영향을 미친다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.438-441
• /
• 2004

This paper presents the results of the experimental study on the performances of reinforced concrete beams rehabilitated by external unbonded high tension steel-bar. Design variables for the experiment in this study includes the position of anchorage zone of the high tension steel bar, the anchorage length of the reinforcing steel bar and the types of the shear strengthening measures. 5 specimens were tested with one point monotonically increased loads and structural performances such as strength capacities, ductility capacities and failure modes were analysed. It is found that the structural performance of the rehabilitated beams are strongly depended on the location of anchorage zone of the high tension steel-bars. In the case that anchorage zone is located near the critical shear zone, it is observed that the rehabilitated beam is failed in brittle failure mode and the additional shear strengthening is necessitated. But if anchorage zone is properly located or additional shear strengthening device is provided properly, it is also observed that the strength capacity of the rehabilitated beams could be increased more than $200\%$ by the proposed method.

• 대한화학회지
• /
• 제7권4호
• /
• pp.277-279
• /
• 1963

The surface tension of solutions of synthesized ammonium caprylate and ammonium caprate was measured by the ring method. The changes with of surface tension of solution of ammonium caprylate showed evidently that the salt had the critical micelle concentration(c.m.c.) at $30^{\circ}C$. The c.m.c. values of above two salts were determined from the change of surface tension of solution with concentration at various temperatures. The temperature dependence of the c.m.c. and the influence of addition of excess ammonia on the c.m.c. were also investigated.

• Steel and Composite Structures
• /
• 제37권1호
• /
• pp.37-49
• /
• 2020

In this paper, free vibration finite element analysis of axially moving laminated composite beams subjected to axial tension is studied. It is assumed that the beam has a constant axial velocity and is subject to uniform axial tension. The analysis is based on higher-order theories that have been presented by Carrera Unified Formulation (CUF). In the CUF technique, the three dimensional (3D) displacement fields are expressed as the approximation of the arbitrary order of the displacement unknowns over the cross-section. This higher-order expansion is considered in equivalent single layer (ESL) model. The governing equations of motion are obtained via Hamilton's principle. Finally, several numerical examples are presented and the effect of the ply-angle, travelling speed and axial tension on the natural frequencies and beam stability are demonstrated.

• Computers and Concrete
• /
• 제4권3호
• /
• pp.221-241
• /
• 2007

Based on the experiment results, the damage and fracture behavior of concrete at the ages of 1d, 2d, 7d and 28d, in three-point bending and uniaxial tensile tests, were simulated with a finite element program, ABAQUS. The critical stress intensity factor $K_{IC}^s$ and the critical crack tip opening displacement ($CTOD_C$) of concrete were calculated with effective-elastic crack approach for the three-point bending test of grade C30 concrete. Based on the crack band model, a bilinear strain-softening curve was derived to simulate the LOAD-CMOD curves and LOAD-Displacement curves. In numerical analysis of the uniaxial tension test of concrete of grade C40, the damage and fracture mechanics were combined. The smeared cracking model coupling with damaged variable was adopted to evaluate the onset and development of microcracking of uniaxial tensile specimen. The uniaxial tension test was simulated by invoking the damage plastic model which took both damage and plasticity as inner variables with user subroutines. All the numerical simulated results show good agreement with the experimental results.

• 한국응용과학기술학회지
• /
• 제23권2호
• /
• pp.160-168
• /
• 2006

The conductances of trimethyltetradecylammonium bromide (TTAB) plus triphenyltetradecyl phosphonium bromide (TTPB) and TTAB plus trimethylhexadecylammonium bromide (HTAB) over the entire mole fraction range of TTAB were measured in water and in cyclodextrin plus water mixtures at fixed 4 and 8 mM of cyclodextrin at $30^{\circ}C$. The conductivity plot for both binary mixtures shows a single break from which the mixed critical micelle concentration and degree of micelle ionization were computed. From the slope of the conductivity curve, the equivalent ionic conductivities of the monomeric, associated, and the micelle states were calculated and discussed with respect to the surfactant-cyclodextrin complexation in the whole mole fraction range of both surfactant binary mixtures. The association constant K between the respective monomeric surfactant and cyclodextrin cavity of fixed 4 mM cyclodextrin was computed by considering 1:1 association from the surface tension measurement. A comparison among the K values for HTAB-cyclodetrin, TTAB-cyclodextrin, and TTPB-cyclodextrin shows that the former complexation is significantly stronger in comparison to the other ones due to the longer hydrophobic tail.

• 한국의류학회지
• /
• 제27권9_10호
• /
• pp.1153-1159
• /
• 2003

The effects of changing aqueous solution properties by nonionic surfactants on wetting behavior and water retention properies of hydrophobic PET (polyethylene terephthalate) fabric were reported. The aqueous solution properties were diversified by mixing and diluting two nonionic surfactants, i.e., sorbitan monolaurate (Span 20) and polyoxyethylene(20) sorbitan monolaurate (Tween 20). The surface wetting properties ($cos{\theta}$) of PET fabric were greatly improved by adding $10^{-1}g/dl$ Tween 20 and further improved by mixing Span 20 to the system. The water retention properties (W) of PET fabric were also greatly increased by addition of $10^{-1}g/dl$ Tween 20. In diluted surfactant systems, the $cos{\theta}'s$ were increased with decreasing surface tension of aqueous liquids. The ratios of aqueous liquid retained in the pore structure to liquid retention capacity (W/H) were also increased with decreasing surface tension, however, W/H values were dramatically increased right after critical micelle concentration (cmc). The existence of micelles was important for the retention of aqueous liquids in the fabric. The critical surface tension of PET fabric used was found to be 28.7dyne/cm.

• 한국구조물진단유지관리공학회 논문집
• /
• 제13권2호통권54호
• /
• pp.181-188
• /
• 2009

교량 지지용으로 사용되는 강재 케이블에 대한 장력측정은 교량 안전관리의 중요한 측정항목이다. 현재 케이블에 걸린 장력을 진동법과 로드셀로 측정하고 있으며, 최근에는 선진국에서 자기적 방식에 의한 장력측정 방법을 연구하여 이에 대해 여러 가지 결과물을 제공하고 있다. 그러나 아직 우리나라에서는 이에 대한 체계적인 연구가 수행되지 않고 있어 자기적 방식에 의한 장력측정 연구를 시작하였으며 장력측정 정밀도 향상을 위해 연구하고 있다. 자기적 방식의 장력측정에서 강재 케이블 내의 온도와 자기장에 대한 영향을 검토해야 한다. 금번 논문에서는 온도에 따라 장력센서의 출력특성을 시험하였고 주어진 자기장에서 온도보정계수를 도출하였으며 시험실 내의 장력측정 시스템에 보정계수를 적용하여 케이블 장력에 따른 장력센서의 출력특성에 대한 시험 결과를 분석하고 평가하였다.

• Archives of Pharmacal Research
• /
• 제7권2호
• /
• pp.109-113
• /
• 1984

The critical micelle concentration (CMC) of crude ginseng saponin in water was determined by fluorometry and surface-tension measurement. These two methods gave the the CMC value, 0.015g/100ml AND 0.013G/100ml, respectively. The surface excess of the saponin and the area occupied by a saponin molecule at the monolayer adsorbed at air and waterinterface were calculated employing Gibbs adsorption equation. The presence of salt increased the surface activity of the saponin: it decreased the CMC, the surface tension at the CMC and the area occupied by a saponin molecule at the monolayer, which should be due to the salting-out effect of the salt.