• Smart Structures and Systems
• /
• 제26권3호
• /
• pp.331-343
• /
• 2020

In this paper, based on the CPT, motion equations for a sandwich plate containing a core and two integrated face-sheets have derived. The structure rests on the Visco-Pasternak foundation, which includes normal and shear modules. The piezo-magnetic core is made of CoFe₂O₄ and also is subjected to 3D magnetic potential. Two face sheets at top and bottom of the core are under electrical fields. Also, in order to obtain more accuracy, the effect of flexoelectricity has took into account at face sheets' relations in this work. Flexoelectricity is a property of all insulators whereby they polarize when subject to an inhomogeneous deformation. This property plays a crucial role in small-scale rather than macro scale. Employing CPT, Hamilton's principle, flexoelectricity considerations, the governing equations are derived and then solved analytically. By present work a detailed numerical study is obtained based on Piezoelectricity, Flexoelectricity and modified couple stress theories to indicate the significant effect of length scale parameter, shear correction factor, aspect and thickness ratios and boundary conditions on natural frequency of sandwich plates. Also, the figures show that there is an excellent agreement between present study and previous researches. These finding can be used for automotive industries, aircrafts, marine vessels and building industries.

• Geomechanics and Engineering
• /
• 제18권4호
• /
• pp.353-362
• /
• 2019

Soil-rock mixture (S-RM) is an inhomogeneous geomaterial that is widely encountered in nature. The mechanical and physical properties of S-RM are important factors contributing towards different deformation characteristics and unstable modes of the talus slope. In this paper, the equivalent substitution method was employed for the preparation of S-RM test samples, and large-scale triaxial laboratory tests were conducted to investigate their mechanical parameters by varying the water content and confining pressure. Additionally, a simplified geological model based on the finite element method was established to compare the stability of talus slopes with different strength parameters and in different excavation and support processes. The results showed that the S-RM samples exhibit slight strain softening and strain hardening under low and high water content, respectively. The water content of S-RM also had an effect on decreasing strength parameters, with the decrease in magnitude of the cohesive force and internal friction angle being mainly influenced by the low and high water content, respectively. The stability of talus slope decreased with a decrease in the cohesion force and internal friction angle, thereby creating a new shallow slip surface. Since the excavation of toe of the slope for road construction can easily cause a landslide, anti-slide piles can be used to effectively improve the slope stability, especially for shallow excavations. But the efficacy of anti-slide piles gradually decreases with increasing water content. This paper can act as a reference for the selection of strength parameters of S-RM and provide an analysis of the instability of the talus slope.

• 한국군사과학기술학회지
• /
• 제22권4호
• /
• pp.492-500
• /
• 2019

Equal channel angular pressing(ECAP) is a severe plastic deformation technique capable of introducing large shear strain in bulk metal materials. However, if an ECAPed material has an inhomogeneous microstructure and anisotropic mechanical properties, this material is difficult to apply as structural components subjected to multi-axial stress during use. In this study, extruded oxygen-free copper(OFC) rods with a large diameter of 42 mm are extruded through ECAP by route Bc up to 12 passes. The variations in the microstructure, hardness, tensile properties, and microstructural and mechanical homogeneity of the ECAPed samples are systematically analyzed. High-strength OFC rods with a homogeneous and equiaxed-ultrafine grain structure are obtained by the repeated application of ECAP up to 8 and 12 passes. ECAPed samples with 4 and 8 passes exhibit much smaller differences in terms of the average grain sizes on the cross-sectional area and the tensile strengths along the axial and circumferential directions, as compared to the samples with 1 and 2 passes. Therefore, it is considered that the OFC materials, which are fabricated via the ECAP process with pass numbers of a multiple of 4, are suitable to be applied as high-strength structural parts used under multi-axial stress conditions.

• Structural Engineering and Mechanics
• /
• 제86권4호
• /
• pp.443-459
• /
• 2023

This study investigates the theoretical thermal buckling analyses of thick porous rectangular functionally graded (FG) plates with different geometrical boundary conditions resting on a Winkler-Pasternak elastic foundation using a new higher-order shear deformation theory (HSDT). This new theory has only four unknowns and involves indeterminate integral variables in which no shear correction factor is required. The variation of material properties across the plate's thickness is considered continuous and varied following a simple power law as a function of volume fractions of the constituents. The effect of porosity with two different types of distribution is also included. The current formulation considers the Von Karman nonlinearity, and the stability equations are developed using the virtual works principle. The thermal gradients are involved and assumed to change across the FG plate's thickness according to nonlinear, linear, and uniform distributions. The accuracy of the newly proposed theory has been validated by comparing the present results with the results obtained from the previously published theories. The effects of porosity, boundary conditions, foundation parameters, power index, plate aspect ratio, and side-to-thickness ratio on the critical buckling temperature are studied and discussed in detail.

• 한국재료학회지
• /
• 제33권12호
• /
• pp.565-571
• /
• 2023

AA1050/AA6061/AA1050 layered sheet was fabricated by cold roll-bonding process and subsequently T4 and T6 aging-treated. Two commercial AA1050 sheets of 1 mm thickness and one AA6061 sheet of 2 mm thickness were stacked up so that an AA6061 sheet was located between two AA1050 sheets. After surface treatments such as degreasing and wire brushing, they were then roll-bonded to a thickness of 2 mm by cold rolling. The roll-bonded Al sheets were then processed by natural aging (T4) and artificial aging (T6) treatments. The as roll-bonded Al sheets showed a typical deformation structure, where the grains are elongated in the rolling direction. However, after the T4 and T6 aging treatments, the Al sheets had a recrystallized structure consisting of coarse grains in both the AA5052 and AA6061 regions with different grain sizes in each. In addition, the sheets showed an inhomogeneous hardness distribution in the thickness direction, with higher hardness in AA6061 than in AA1050 after the T4 and T6 age treatments. The tensile strength of the T6-treated specimen was higher than that of the T4-treated one. However, the strength-ductility balance was much better in the T4-treated specimen than the T6-treated one. The tensile properties of the Al sheets fabricated in the present study were compared with those in a previous study.

• 한국산학기술학회논문지
• /
• 제19권7호
• /
• pp.481-492
• /
• 2018

본 강판 콘크리트 합성보는 강판, 콘크리트 및 전단 연결재로 구성되어 2개의 이질 재료를 결합한다. 일반적으로 강판은 기존의 합성보에 용접하여 조립된다. 이 연구에서, SPC 보는 스터드가 없는 강판과 콘크리트로 구성된다. 절곡한 강판은 용접 대신 고강도 볼트로 조립된다. 현장 건설의 작업성을 향상시키기 위해 슬래브와 접합부에 모자 모양의 Cap이 부착되어있다. Cap을 전단연결재로 사용하여 SPC 보의 휨성능을 분석하기 위해 변위 제어 모드에서 단조 하중 2점가력 실험을 수행 하였다. 전단 연결재 유형, 돌출 길이, 강판의 두께의 변수를 갖는 5개의 시험편을 제작하여 시험 하였다. KBC 2009에서 제시하는 전단강도비와 휨강도비의 관계를 분석하였다. 시험 결과로 전단 강도비를 40% 이상으로 나타냈다. 전단 연결재와 Cap을 부착하였음에도 완전합성보로 가정한 휨강도의 70% 이상의 휨강도를 발휘하였다. 또한 Cap이 스터드 보다는 작은 전단강도를 보였으나, Cap이 전단연결재 역할을 하였다. 강판두께를 변수로 한 경우, 완전합성보 대비 약 70%의 휨강도를 발휘하였으며, 유사한 변형성능을 나타내었다. 불완전합성거동함에 따라 국부좌굴이 발생하였으나, 상대적으로 두꺼운 강판의 경우 5% 높은 강도에서 국부좌굴이 발생하였다. 또한 좌굴폭이 15% 감소하였다.

• 한국기계가공학회지
• /
• 제12권6호
• /
• pp.10-16
• /
• 2013

Ultra-fine planing and micro punching are separately used for improving surface roughness and machining dot patterns, respectively, of metal molds. If these separate machining processes are applied for machining of identical molds, there could be an aligning mismatch between the machine tool and the mold. A hybrid machining system combining ultra-fine planing and micro punching was newly developed in this study in order to solve this mismatch; hybrid process technology was also developed for machining dot patterns on a mirror surface of a metal mold. The hybrid machining system has X, Y, and Z axes, and a cam axis for ultra-fine planing. The cam axis and attachable and removable solenoid actuators for micro punching can make large and small sizes of dot patterns, respectively. Ultra-fine planing was applied in the first place to improve the surface roughness of a metal mold; the measured surface roughness was about 20nm. Then, micro punching was applied to machine dot patterns on the same mold. It was possible to control the diameter of the dot patterns by changing the input voltage of the solenoid actuator. Before machining, severe inhomogeneous plastic deformation around the machined dot patterns was also removed by annealing heat treatment. Therefore, it was verified that metal molds with dots patterns for optical products can be machined using a hybrid machining system and the hybrid process technology developed in this study.

• 터널과지하공간
• /
• 제33권1호
• /
• pp.57-69
• /
• 2023

본 연구에서는 2차원 수리-역학적연계 개별요소모델링(DEM)을 사용하여 네델란드 그로닝엔(Groningen) 천연가스전 저류층의 유발지진을 모사하였다. 수치해석 코드는 ITASCA社의 상용프로그램인 PFC2D (Particle Flow Code 2D)를 사용하였으며 본 수치해석 연구에 적용하기 위해 수리-역학적 연계 모델 외 1) 비균질 저류층 압력분포 초기화, 2) 비선형 압력-시간이력 경계조건, 3) 국소 응력 분포 계산 등의 개별모듈을 추가개발, 적용하였다. 그로닝엔 가스전에 분포하는 복잡한 단층 형상을 포함하는 40 × 50 km² 크기의 2차원 모델을 생성하였고, 1960년부터 2020년까지 약 60년 동안의 가스생산, 즉 압 력저하로 인한 단층의 파괴거동을 모사하였다. 유발지진의 시공간적 발생을 수치해석모델로 재현하였고 그 발생 메커니즘을 규명하였다. 또한 저류층 압축으로부터 지표에서의 지반침하의 분포를 예측하였고 그로닝엔에서의 실측자료 사이에 유사성을 확인할 수 있었다. 이를 통해 본 연구에서 소개한 2차원 수리-역학적연계 개별요소모델링(DEM)의 복잡한 지질조건과 수리-역학적 연계 프로세스에 의한 단층거동을 구현할 수 있는 툴(tool)로서의 활용성을 확인하였다.

• 한국의학물리학회지:의학물리
• /
• 제18권2호
• /
• pp.81-86
• /
• 2007

영상유도 방사선치료의 대표적 방법의 하나로 선형가속기에 부착된 on-board imager (OBI) 영상장치를 사용하여 획득한 cone-beam CT (CBCT) 영상이 정밀 방사선치료 시 환자 정렬 오류를 보정하는데 활용되고 있다. 본 연구에서는 CBCT 영상 획득 시 환자 호흡에 의한 영상 품질과 정보의 변화를 분석하고자 호흡 움직임을 모사할 수 있는 팬텀과 CBCT 영상획득용 팬텀을 제작하고, 여러 움직임 조건에서 획득한 CBCT 영상들과 정지상태에서 얻은 CBCT 영상과의 비교, 분석을 수행하였다. 분석대상 움직임 조건을 구성하는 요소로서 움직임 주기는 5가지(2초, 3초, 4초, 5초, 6초)를 선정하였고, 움직임 변위 크기는 4가지(0.7 cm, 1.6 cm, 2.4 cm, 3.1 cm)를 선정하여 총 20가지의 움직임 조건에서 CBCT 영상을 획득하였다. CBCT 영상의 CT값의 상대적 크기로 비교한 영상 화소 값 강도의 평균 변화는 정지 상태의 영상과 비교하여 변위가 0.7 cm의 경우 71.07%, 1.6 cm의 경우 48.88%, 2.4 cm의 경우 30.60%, 3.1 cm의 경우 17.38% 값을 보였고, 팬텀 움직임 방향의 영상 길이는 정지상태에서 2.1 cm, 움직임 변위가 0.7 cm의 경우 2.66 cm, 1.6 cm의 경우 3.06 cm, 2.4 cm의 경우 3.62 cm, 3.1 cm의 경우 4.04 cm 값을 보여 움직임 변위 크기가 클수록 영상 품질 저하와 형태적 정보의 왜곡정도도 증가하였다. 움직임 주기에 의한 영상품질의 변화는 움직임 변위 크기가 작은 경우를 제외하고는 특별한 영향이 없었다. 본 연구를 통해 환자 호흡에 의한 움직임 변위가 큰 부위의 CBCT 영상을 획득할 때, 영상 품질과 정보에 변화가 발생할 수 있어 이 점을 고려하여 임상에 사용해야 하며, 궁극적으로 호흡 신호와 연동된 CBCT 영상이 필요함을 확인할 수 있었다.로버 + 혼파초지에 비하여 낮은 결과를 보였다(p<0.05). 2년 평균 CPDM 수량은 레드 클로버 + 혼파초지가 2,832kg으로 관행 혼파초지(2,372kg)나 잔디형 초종 + 혼파초지(2,266kg)에 비하여 높은 결과를 나타내었다(p<0.05). 2년 평균 DDM 수량은 레드 클로버 + 혼파초지가 8,881kg으로 관행 혼파초지(8,255kg)나 잔디형 초종 + 혼파초지(7,314kg)에 비하여 높은 결과를 얻었다(p<0.05). 2005년 5회 예취시의 식생비율은 관행 혼파초지는 orchardgrass는 45%, tall fescue 22%, Kentucky bluegrass 5% 및 white clover 24%이었으며, 레드 클로버 + 혼파초지는 orchardgrass 40%, tall fescue 22%, Kentucky bluegrass 4% 및 red clover 31%이었고, 잔디형 초종 + 혼파 초지는 orchardgrass 37%, 잔디형 초종 37%(tall fescue 23%, Kentucky bluegrass 6%, perennial ryegrass 8%) 및 white clover 23%를 유지하였다. 이상의 결과를 종합할 때, 초종과 파종비율에 따른 혼파초지의 건물수량과 사료가치의 차이를 확인할 수 있었으며, 레드 클로버 + 혼파 초지가 건물수량과 사료가치를 높이는데 효과적이었다.\ell}$ 이었으며 , yeast extract 첨가(添加)하여 배양시(培養時)는 yeast extract 농도(濃度)가 증가(增加)함에 따라 단백질(蛋白質) 함량(含量)도 증가(增加)하였다. 7. CHS-13 균주(菌株)의 RNA 함량(含量)은 $4.92{\times}10^{-2 }\;mg/m{\ell}$이었으며 yeast extract 농도(濃度)가 증가(增加)함에 따라 증가(增加)하다가 농도(濃度) 0.2%에서 최대함량(最大含量)을 나타내고