• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 2003년도 추계학술대회논문집
• /
• pp.93-96
• /
• 2003

Recently, various bulk metallic glasses (BMG's) haying good mechanical and chemical properties were developed. BMG's can easily be deformed in the supercooled liquid region, via viscous flow mechanism. In our previous work, we evaluated the deformation behavior and some other basic properties of Z $r_{41.2}$ $Ti_{13.8}$C $u_{12.5}$N $i_{10}$B $e_{22.5}$ alloy. In this study, we investigated the micro forming of Z $r_{41.2}$ $Ti_{13.8}$C $u_{12.5}$N $i_{10}$B $e_{22.5}$ alloy. The process condition was chosen based on the viscosity data from TMA, and superalloy and Si wafer with micro patterns on the surface were used as forming die. The alloy showed good replication of the patterns. However, some stripe patterns, resembling scratches, appeared on the deformed alloy surface. These scratches can be reduced or eliminated by polishing before forming.ing.ore forming.ing.

• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 2009년도 춘계학술대회 논문집
• /
• pp.176-179
• /
• 2009

Injection molding is one of the most general manufacturing processes of polymers. The deformation of final molded parts occurs because of the change of temperature and pressure during injection molding process. The deformation of injection molded parts depends on many operational conditions, such as, melt temperature, injection speed, mold temperature, packing pressure, and the structure of mold. In the present paper, injection molding experiments were performed to find the process conditions to affect the average shrinkage in thickness direction and the replication ratio of fine patterns on the surface for the final injection-molded LGP samples. As a results, in the cases of PC(Polycarbonate), when the melt temperature was under $285^{\circ}C$, both average shrinkage and replication ratios were mainly influenced by packing pressure. However, the replication ratio was more influenced by melt temperature than packing pressure for the cases of higher melt temperature.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
• /
• pp.366-369
• /
• 2006

Deformability of RC members in shear is controlled by governing failure modes and material strength. Shear strength of members in D-regions has been explained by a direct load path (direct strut or arch action) and indirect load path (fan action or truss action). Indirect load path including truss action and fan action rely on bond along tension ties. Generally, superposition of two actions results in total shear strength when shear failure modes control. The ultimate deformation depends on controlling failure modes and thereby, their force transfer patterns. Proposed models are capable of explaining of limited deformability of RC members in D-regions.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 1995년도 추계 학술대회논문집
• /
• pp.132-137
• /
• 1995

Numerical analysis is conducted on the deformation of free surface of magnetic fluid. Steady magnetic fields are induced by a circular current loop. Governing equations of magnetic fields are solved by using the concept of vector potential. The free surface of magnetic fluid is formed by the balance of surface force, gravity, pressure difference, magnetic normal pressure and magnetic body force. The deformations of free surface of magnetic fluid are qualitatively clarified. And, the patterns of steady non-uniform magnetic fields induced by a circular current loop are quantitatively presented.

• Geomechanics and Engineering
• /
• 제38권1호
• /
• pp.1-13
• /
• 2024

The construction adit plays a pivotal role in enhancing the working face during the excavation of long-distance and deep hydraulic tunnels. However, the intersection zone between the main tunnel and the construction adit exhibits more intricate deformation patterns in surrounding rock, posing a significant threat to stability during excavation. Taking the Xianglushan tunnel in Yunnan Province, China, as a case study, the FLAC3D software is employed to simulate the excavation process at the intersection. The simulation results are verified combined with the field deformation monitoring results, and the spatial distribution of tunnel rock deformation in the intersection area are analyzed. Five excavation conditions with different intersection angles are simulated, and the surrounding rock deformation of the tunnel intersection area with different intersection angles is analyzed, and its influence range is discussed. The results show that: (1) The surrounding rock deformation in the intersection area increases rapidly during the tunnel excavation. With the increase of construction distance, the deformation of intersection area is gradually stable. (2) The deformation distribution of the tunnel rock is uneven, and the deformation of main tunnel near the intersection area is larger than that far away from the intersection area. (3) With the increase of the intersection angle, the surrounding rock deformation of the tunnel intersection and its influence range decreases gradually. The research results have certain guiding significance for the construction safety of the tunnel intersection area.

• Steel and Composite Structures
• /
• 제32권2호
• /
• pp.157-171
• /
• 2019

In this research, the dynamic instability region (DIR) of the sandwich nano-beams are investigated based on nonlocal strain gradient elasticity theory (NSGET) and various higher order shear deformation beam theories (HSDBTs). The sandwich piezoelectric nano-beam is including a homogenous core and face-sheets reinforced with functionally graded (FG) carbon nanotubes (CNTs). In present study, three patterns of CNTs are employed in order to reinforce the top and bottom face-sheets of the beam. In addition, different higher-order shear deformation beam theories such as trigonometric shear deformation beam theory (TSDBT), exponential shear deformation beam theory (ESDBT), hyperbolic shear deformation beam theory (HSDBT), and Aydogdu shear deformation beam theory (ASDBT) are considered to extract the governing equations for different boundary conditions. The beam is subjected to thermal and electrical loads while is resting on Visco-Pasternak foundation. Hamilton principle is used to derive the governing equations of motion based on various shear deformation theories. In order to analysis of the dynamic instability behaviors, the linear governing equations of motion are solved using differential quadrature method (DQM). After verification with validated reference, comprehensive numerical results are presented to investigate the influence of important parameters such as various shear deformation theories, nonlocal parameter, strain gradient parameter, the volume fraction of the CNTs, various distributions of the CNTs, different boundary conditions, dimensionless geometric parameters, Visco-Pasternak foundation parameters, applied voltage and temperature change on the dynamic instability characteristics of sandwich piezoelectric nano-beam.

• 한국포장학회지
• /
• 제21권3호
• /
• pp.97-106
• /
• 2015

RTE(ready-to-eat)형 전자레인지 가열용 제품들의 가열 조리 시 특정 부위의 열 변형이 발생하여 전자레인지 포장재의 재질 및 형태별 가열 패턴을 조사하였다. 국내에서 유통되고 있는 시료 9종 중 5개의 시료에서 열 변형이 발생되었고, 국외에서 유통되고 있는 시료 11종 중 8종에서 열 변형이 발생되었다. 국외 시료의 경우 국내 시료보다 열 변형 정도는 덜 하였지만 일부 발생되는 것을 확인하였다. 또한 트레이 타입 용기에 열 변형이 발생하는 소스를 담고 전자레인지로 가열하였을 때도 리드지 및 컵에서 열 변형이 관찰되었다. 국내외에서 유통되고 있는 전자레인지 가열용 제품의 염도, 당도, pH 및 점도를 측정한 결과 열 변형 발생 유무 및 정도에 따른 일정한 경향은 없었다. 하지만 극히 낮거나 높은 점도를 가진 시료에서 열 변형이 나타나지 않았고 내용물의 형태 및 포장재의 형태에 따라 열 변형의 차이가 있었다. 따라서 제품의 열 전환 및 열전달을 고려하여 포장재의 깊이 등 설계를 반영하여 포장 내 전자파의 집중을 방지하는 등의 기술 도입이 필요할 것으로 판단된다.

• 한국포장학회지
• /
• 제21권1호
• /
• pp.27-34
• /
• 2015

전자레인지 가열용 제품에서 마이크로파에 의한 불균일한 가열이 일어남에 따라 포장재의 특정 부위에 열 변형이 발생하여 전자레인지 포장 소재에 따른 가열조리 패턴을 조사하였다. 전자레인지 가열용 포장재의 내면으로 이용되는 CPP의 grade에 따른 인장강도, 내열성 및 신장률을 비교하였다. High retortable CPP는 일반 CPP 재질과 비교하여 강한 열 접착강도 및 내열 저항성을 가지고 있었다. 국외 및 국내 CPP 제품의 인장강도 및 신장율은 차이가 있지만 대부분 $160^{\circ}C$ 정도 수준의 내열성을 가지고 있는 것으로 조사되었다. 하지만 소스의 높은 점도와 염분을 함유하는 hot spicy 제품에서는 전자파의 침투가 원활하지 못하여 전자레인지 조리 시 내용물의 균일한 가열이 어려워 국지적 또는 액위선 부위에 포장재의 열 변형이 관찰되었다. G-PET/PET/PET/CPP와 G-PET/PET/NY/CPP로 구성된 포장재를 레토르트 처리했을 때와 레토르트 후 전자레인지 가열 처리하였을 때 상태변화 및 합지강도에 대한 분석결과 합지강도의 차이는 없었으나 레토르트 처리 후 CPP 층의 변형이 관찰되었다. $TiO_2$가 포함된 유백 파우치와 투명 파우치의 열 변형 정도를 비교하였을 때는 $TiO_2$가 포함된 포장재의 열 변형이 더 심하였고, 알루미늄 호일을 부착한 후 전자레인지 가열하였을 때에는 액위선에서 열 변형이 발생되지 않았지만 바닥면에서 열 변형이 관찰되었다. 제품의 내면인 CPP 층의 개질/개선을 통한 내열안정성 확보 및 포장재의 전자파 투과-반사능을 조절하여 포장 내 전자파의 집중을 방지하는 등의 기술 도입 가능성의 검토가 필요할 것으로 판단된다.

• 대한기계학회논문집B
• /
• 제38권8호
• /
• pp.709-714
• /
• 2014

리버스 옵셋 인쇄는 인쇄전자를 위한 미세 패터닝기술 중 하나로서 수 ${\mu}m$ 이하의 선폭을 구현할 수 있다. 옵셋 인쇄의 특성상 잉크는 PDMS 재질의 블랑켓에 전사된 후 음각으로 패턴된 클리쉐에 접촉하여 불필요한 패턴을 제거하게 되는데, 이 때 블랑켓은 압력에 의하여 음각 패턴 내부로 침투하는 변형이 발생한다. 이러한 변형은 인쇄 압력에 비례하며, 과도한 인쇄 압력은 넓은 면적의 패턴을 인쇄할 때 클리쉐 패턴의 바닥에 블랑켓이 닿는 불량을 일으키게 된다. 이 논문에서는 리버스 옵셋 인쇄에서 가압변위에 따른 PDMS 블랑켓의 변형을 유한요소기법을 이용하여 모델링하고 접촉압력 대비 변형량을 예측함으로써 실제 인쇄 장비의 실험 결과와 비교하여 인쇄결함이 발생하지 않도록 하는 클리쉐의 제작조건을 제시하고자 한다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2006년도 춘계 학술발표회 논문집
• /
• pp.96-102
• /
• 2006

Because of the increasing need to use clayey soil as the backfill in reinforced soil structures and embankment material, nonwoven geotextiles with the drain capability have been receiving much attention. However, there are few studies of the deformation behavior of nonwoven geotextiles at geosynthetics reinforced soil structures in the field because the nonwoven geotextile, which has low tensile stiffness and higher deformability than geogrids and woven geotextiles, is difficult to measure its deformation by strain gauges and to prevent the water from infiltrating. This study proposes a new, more convenient method to measure the deformation behaviour of nonwoven geotextile by using a strain gauge; and examines the availability of the method by conducting laboratory tests and by applying it on two geosynthetics reinforced soil (GRS) walls in the field. A wide-width tensile test conducted under confining pressure of 7kPa showed that the local deformation of nonwoven geotextile measured with strain gauges has a similar pattern to the total deformation measured with LVDT. In the field GRS walls, nonwoven geotextile showed a larger deformation range than the woven geotextile and geogrid; however, the deformation patterns of these three reinforcement materials were similar. The function of strain gauges attached to nonwoven geotextile in the walls works normally for 16 months. Therefore, the method proposed in this study for measuring nonwoven geotextile deformation by using a strain gauge proved useful.