• 감성과학
• /
• 제17권3호
• /
• pp.75-82
• /
• 2014

본 연구는 에어제트텍스쳐링 장치에서 공급되는 코어사와 이펙트사인 아라미드와 나일론의 구성이 방호의류용 아라미드/나일론 ATY와 아라미드 ATY의 물성변화에 대한 연구이다. 아라미드 필라멘트 표면의 매끄러움 때문에 아라미드 ATY의 강도 저하는 나일론 ATY에 비해 훨씬 높았다. 아라미드/나일론 ATY 강도는 ATY의 이펙트사인 나일론의 강도에 가장 영향을 많이 받았다. 나일론 ATY의 절단신도는 에어제트텍스쳐링 이전의 나일론에 비해 두 배정도 높은 값을 나타내었으며, 아라미드 ATY와 아라미드/나일론 ATY는 에어제트텍스쳐링 이전에 비해 5.9~6.7배 정도로 높았다. 아라미드 ATY의 초기탄성률은 아라미드의 에어제트텍스쳐링 이전에 비해 86.5%정도 감소하였으며, 아라미드/나일론 ATY의 초기탄성률은 아라미드 ATY와 나일론 ATY 초기탄성률의 산술평균치를 나타내었다. 아라미드/나일론 하이브리드 ATY의 습 건열 수축률은 나일론의 영향을 받음을 알 수 있었다.

• 전자공학회논문지
• /
• 제50권7호
• /
• pp.52-58
• /
• 2013

이 논문에서는 블라인드 등화에서 등화기 출력 신호를 조사하여 신호 상태에 적합한 오차 신호를 동적으로 발생시키는 방식의 적응 알고리즘을 제안한다. 제안 방식에서는 단일 모듈러스와 다중 모듈러스를 사용하여 각각 등화 초기와 정상상태에서 효과적인 오차 신호를 추정하고, 두 추정 오차로부터 새로운 오차 신호를 생성한다. 이때 두 오차 신호를 가중 결합하여 새로운 오차 신호를 발생시키고 이를 이용하여 등화기를 갱신하는 1-등화기 구조와, 두 오차 신호의 가중치에 따라 두 등화기를 각각 갱신하는 2-등화기 구조를 구현하고 성능을 비교하였다. 제안 방식에서는 초기 수렴 이전과 이후에서 각각 적합한 오차 신호를 생성함에 따라 등화기 갱신이 효과적으로 이루어짐을 모의실험을 통하여 확인하였다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.940-951
• /
• 2009

A comparative study on dynamic and static measurement of initial stiffness was conducted. Because soil stiffness decreases even at very small strains, the initial stiffness has been measured by dynamic tests using shear wave velocity measurement. On the other hand, due to the advance of local strain measurement, the triaxial testing device is capable of measuring the static initial stiffness. It has been known that initial stiffness measured by static triaxial tests is generally lower than that measured by dynamic tests possibly due to the limitation of static measurement of displacement at very small strains. This study presents experimental results indicating that the elastic shear moduli could be the same both in dynamic and static measurements owing to the soil anisotropy induced by anisotropic stresses.

• 한국염색가공학회지
• /
• 제16권6호
• /
• pp.30-34
• /
• 2004

Polyacrylontrile fiber was modified with argon low temperature plasma by RF glow discharge at 240 mTorr, 40 W to investigate the surface morphological changes and mechanical characteristics such as elongation, tenacity, and modulus. Analysis of the SEM images revealed that the plasma treatment resulted in significant ablation on the surfaces rendering a severe crack formation. The morphological changes were evident with short treatment time of argon plasma although longer treatment time damaged the surface more severely. The mechanical characteristics such as tenacity and elongation were deteriorated due to the plasma treatment. The tenacity of the fiber treated with argon-plasma for 5 min showed a decreased value up to 21.9 % when compared to the untreated fiber. While the corresponding initial modulus(0 - 1 %) increased markedly up to 44.3 %.

• Geomechanics and Engineering
• /
• 제3권4호
• /
• pp.323-337
• /
• 2011

Israel's coastal region consists, mainly, of Pleistocene and Holocene sands with varying degrees of calcareous cementation, known locally as "kurkar". Previous studies of these materials emphasized the difficulty in their geotechnical characterization, due to their extreme variability. Consequently, it is difficult to estimate construction stability, displacements and deformations on, or within these soils. It is suggested that SPT and Menard pressuremeter tests may be used to characterize the properties of these materials. Values of elastic modulus obtained from pressuremeter tests may be used for displacement analyses at different strain levels, while accounting for the geometric dimensions (length/diameter ratio) of the test probe. A relationship was obtained between pressuremeter modulus and SPT blow count, consistent with published data for footing settlements on granular soils. Cohesion values, for a known friction angle, are estimated, by comparing field pressuremeter curves to curves from numerical (finite element or finite difference) analyses. The material analyzed in the paper is shown to be strain-softening, with the initial cohesion degrading to zero on development of plastic shear strains.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2008년도 추계학술대회A
• /
• pp.173-174
• /
• 2008

The four-point bending test is a widely used method to determine material parameters. The aim of the present study was to evaluate the flexural strength (or modulus of rupture) and the Weibull modulus of cordierite ceramic substrate by means of four-point bending tests. The strength data from experiments followed Weibull statistics. These data indicate that the fatigue effects are more severe when the substrate temperature in the peripheral region is near $200^{\circ}$. At temperatures well above $200^{\circ}C$ the available design strength can be as high as 65% as substrate's initial strength.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
• /
• pp.647-650
• /
• 2004

This paper deals with the damage assessment of the concrete beam using Damage-area concept and the modulus of elasticity reduction of the beam was evaluated. Simply supported concrete beams were loaded at the mid-span. When the displacements from the tests were increased more than $10\%$ of the initial values, flexural cracks occured. Judging from the observed cracks, damaged area of the beams were assumed and the modulus of elasticity reduction using the smeared-cracking concept was estimated to minimize the error between the test results and analytical results. Main parameters for the assessment were height of the crack area, length of the crack area, position of the crack area and the modulus of elastic reduction ratio. In each stage, damaged elements and their stiffness reduction were estimated to minimized the error.

• 대한기계학회논문집A
• /
• 제20권8호
• /
• pp.2431-2435
• /
• 1996

In order to determine the effects of hydrostatic pressure on the mechanical behavior of graphite fiber reinforced composites, the modulus, fracture stress(maximum stress), and fracture strain of graphite/epoxy composites have been determined as a function of pressure. Composite specimens used in this study were 90-deg unidirectional and had a 60% fiber volume fraction. Compressive tests under five different pressure levels were conducted. The result showed the modulus measured from as initial slope of stress-strain curve increased bilinearly with pressure with a break at 200 MPa. It was also found that fracture stress and fracture strain increased in a linear fashion with pressure.

• Geomechanics and Engineering
• /
• 제36권4호
• /
• pp.391-406
• /
• 2024

In order to study the soil seasonal dynamic characteristics in the regions with four distinct seasons, the soil dynamic triaxial experiments were conducted by considering the environmental temperature range from -30℃ to 30℃. The results demonstrate that the dynamic soil properties in four seasons can change greatly. Firstly, the dynamic triaxial experiments were performed to obtain the dynamic stress-strain curve, elastic modulus, and damping ratio of soil, under different confining pressures and temperatures. Then, the experiments also obtain the dynamic cohesion and internal friction angle of the clay under the initial strain, and the changing rule was summarized. Finally, the results show that the dynamic elastic modulus and dynamic cohesion will increase significantly when the clay is frozen; as the temperature continues to decrease, this increasing trend will gradually slow down, and the dynamic damping ratio will go down when the freezing temperature decreases. In this paper, the change mechanism is objectively analyzed, which verifies the reliability of the conclusions obtained from the experiment.

• 콘크리트학회논문집
• /
• 제13권6호
• /
• pp.610-618
• /
• 2001

본 논문에서는 동탄성계수와 정탄성계수 및 압축강도의 상관관계를 양생온도, 재령, 시멘트의 종류에 따라 살펴보고 그 거동을 정확하게 모델링하는 모델식을 제시하고자 하였다. 이를 위하여 충격공진법을 이용하여 공진주파수를 측정하여 동탄성계수를 계산하고 일축압축실험을 통하여 정탄성계수와 압축강도를 구하였다. 시멘트는 1종과 5종 포틀랜드 시멘트를, 물-시멘트비는 0.40과 0.50을, 양생온도는 10, 23, 5$0^{\circ}C$를 선택하여 실험을 수행하였다. 동탄성계수와 정탄성계수의 상관관계는 시멘트의 종류와 재령에 큰 영향을 받지 않았다. 그러나, 양생온도의 변화에 따라 동탄성계수와 정탄성계수의 상관관계는 변화하여 두 값의 비가 온도가 증가함에 따라 1에 가깝게 접근하였다. 초기현탄성계수와 동탄성계수의 비는 정탄성계수와 동탄성계수의 비보다 좀 더 1에 가까웠다. 압축강도와 동탄성계수의 상관관계는 동탄성계수와 정탄성계수의 상관관계와 같이 시멘트의 종류와 재령에는 큰 영향을 받지 않았지만 양생온도에 따라서는 그 상관관계가 변하였다. 제시된 동탄성계수와 정탄성계수 및 압축강도의 상관관계식들은 이러한 시멘트의 종류와 온도에 따른 상관관계의 변화를 잘 모델링하였다.