Multi-walled carbon nanotube (MWCNT)/polycarbonate (PC) nanocomposite was prepared by direct melt mixing to investigate the effect of the shear rate on the surface resistivity of the nanocomposites. In this study, an experiment was carried out to observe the shear induced orientation of the MWCNT in the polymer matrix using a very simple melt flow indexer with various loads. The compression-molded, should be eliminated. MWCNT/PC nanocomposite sample exhibited lower percolation thresholds (at 0.8 vol%) and higher electrical conductivity values than those of samples extruded by capillary and injection molding. Shear induced orientation of MWCNT was observed via scanning electron microscopy, in the direction of flow in a PC matrix during the extrusion process. The surface resistivity rose with increasing shear rate, because of the breakdown of the network junctions between MWCNTs. For real applications such as injection molding and the extrusion process, the amount of the MWCNT in the composite should be carefully selected to adjust the electrical conductivity.

전단류 조건에서 비정상공기력 및 플러터계수를 분석한 결과 첫째, 연직으로 진동하는 구조물의 경우, 전단계수가 증가함에 따라 항력의 진폭은 증가하고, 양력은 아랫방향으로 피칭모멘트는 반시계 방향으로 증가하는 경향을 보인다. 둘째, 회전 진동하는 구조물의 경우, 전단계수가 증가함에 따라 항력은 일정한 진폭의 조화진동이 점차 진폭이 큰 주진동과 진폭이 작은 부진동으로 분리되는 현상을 보인다. 셋째, 전단류가 양력 및 피칭모멘트와 같은 동적공기력의 진폭 및 위상에는 큰 영향을 미치지 않기 때문 에 전단류가 플러터계수에 미치는 영향은 미미한 것으로 분석되었다.

유기도막의 방식성능은 도막의 수지성분과 안료의 화학적 특성에 의존한다 전자는 부식인자의 침투를 차단 및 지연시키는 역할을 하며, 후자는 침투된 부식인자들에 의해 일어나는 부식반응을 억제하는 기능을 갖고 있다. 또한 도막 자체의 영향 외에, 외부 환경에 의해서 다르게 나타난다. 본 연구에서는 교류 임피던스 법을 이용하여 유속과 그에 따른 유동 전단응력에 의한 도막의 열화거동을 조사하였다. 실험기 사용된 도막의 두께는 70μm에서 140μm까지 변화시켰다. 두꺼운 도막(140μm) 에서는 유속이 증가함에 따라 물 흡수량의 감소와 높은 임피던스 특성을 나타내었다. 그러나 얇은 도막(90μm) 에서는 유속이 증가함에 따라 도막의 파괴가 진행되고 있음을 확인할 수 있었다. 도막에 가해지는 전단응력이 증가할수록, 즉 선박의 운항속도가 증대될수록 도막의 열화에 의하여 방식성능이 떨어짐을 확인할 수 있었다.

Stokes drift(SD) and Lagrangian discharge(LD) are important factors for analysis of flushing time, tidal exchange, solute transport and pollutant dispersion. The factors should be calculated using the approached method to flow phenomena. The aim of this paper re-examines the previous procedures for computing the SD and LD, and is to propose the new method approached to stratified flow field in the cross-section of coastal region, e.g. Masan Bay. The intensity of velocity near the bottom boundary layer(BBL) depends on the sea-bed irregularity in the coastal estuaries. So we calculated the depth mean velocity(DMV) considering that of BBL omitted in Kjerfve's calculation method. It revealed that BBL effect resulting in application of the bay acts largely on DMV in half more among 1l stations. The new expression of SD and LD per unit width in the cross-section using the developed DMV and proposed decomposition procedure of current were derived as follow : Q=u0+½H1U1cos(Φh-Φu)+U3cos(Φh-Φud) LD ED SD(Qskim+Qsk2) The third term, Qsk2, on the right-hand of the equation is showed newly and arise from vertical oscillatory shear. According to the results applied in 3 cross-sections including 11 stations of the bay, the volume difference between proposed and previous SD was founded to be almost 2 times more at some stations. But their mean transport volumes over all stations are 18% less than the previous SD. Among two terms of SD, the flux of second term, Qskim, is larger than third term, Qsk2, in the main channel of cross-section, so that Qskim has a strong dependence on the tidal pumping, whereas third term is larger than second in the marginal channel. It means that Qsk2 has trapping or shear effect more than tidal pumping phenomena. Maximum range of the fluctuation in LD is 40% as compared with the previous equations, but mean range of it is showed 11% at all stations, namely, small change. It mean that two components of SD interact as compensating flow. Therefore, the computation of SD and LD depend on decomposition procedure of velocity component in obtaining the volume transport of temporal and spacial flow through channels. The calculation of SD and LD proposed here can separate the shear effect from the previous SD component, so can be applied to non-uniform flow condition of cross-section, namely, baroclinic flow field.

The rheological properties of concrete vary during pumping. In this study, the tests were conducted to evaluate whether changes in rheological properties of concrete during pumping occur only by pressure, or by both pressure and shear flow. A high-strength concrete with a design strength of 50 MPa was used in the experiment. From the test results, it was confirmed that the change of rheological properties of concrete during pumping was affected by both pressure and shear flow.