• 한국지반공학회논문집
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• 제19권2호
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• pp.97-106
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• 2003

본 연구에서는, 4가지 종류의 토목섬유를 대상으로 토목섬유에 가해지는 구속응력의 크기 및 토목섬유 온도 변화에 따른 응력-변형률 관계를 규명하기 위한 온도제어 구속인장시험(Temperature Dependent Confined Tension Test)을 수행하였다. 또한, 보강토옹벽 내부 보강재의 온도변화를 측정하기 위한 온도계측을 수행하였다. 온도제어 구속인장시험 결과를 토대로하여, 토목섬유에 가해지는 구속응력 및 온도 변화에 따른 토목섬유 할선계수의 변화량을 정량적으로 평가할 수 있는 관계식을 제시하였다. 본 관계식을 이용한 토목섬유 보강토옹벽의 유한차분해석 예를 통해 다양한 보강토구조물의 변위해석시 온도변화에 따른 보강재의 특성변화를 고려할 수 있는 기법을 제시하였다. 유한차분해석 결과, 보강재의 온도가 5$^\circ$인 경우에 비하여 30$^\circ$인 경우에 전면부벽체의 최대변위량은 약 46.4% 증가하는 것으로 나타났다.

• Korean Chemical Engineering Research
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• 제51권3호
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• pp.382-387
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• 2013

압출 컴파운딩 공정 및 케스팅 필름 공정을 이용하여 생분해성 폴리우레탄(PU)/클레이 나노복합 필름을 제조하였다. PU 수지와의 강한 결합 형성을 위해 유기적으로 개질되어 그 표면에 많은 양의 히드록시기를 갖는 MMT 나노클레이(C30B)를 사용하였다. 압출 공정 중 발생된 높은 전단 응력에 의해 발현된 복합체 내 나노판상체의 삽입/박리 구조 및 분산 상태를 XRD 분석 및 TEM 관찰을 통해 확인하였다. 또한 제조된 나노복합체의 유변물성, 인장물성, 투명성, 산소투과도의 변화를 첨가된 나노클레이 함량에 따라 조사하였으며, 이로부터 나노복합체 내 나노판상체의 박리 및 분산 구조와 물성과의 상관 관계를 제시할 수 있었다. 일정수준의 함량으로 첨가된 나노클레이는 복합 필름의 인장 탄성율, 연신율, 투명성, 산소차단성 등의 성능 향상에 뚜렷하게 기여하였으나, 그 이상의 함량으로 첨가되면 불완전한 박리 및 불균질한 분산성으로 인하여 오히려 성능이 감소하거나 또는 그 증가 폭이 매우 작은 것으로 나타났다. PU/clay 나노복합 필름의 생분해성은 퇴비화 실험을 통한 분해시간에 따른 필름의 산소투과도 및 인장물성의 변화를 관찰함으로써 확인하였다.

• 한국정보전자통신기술학회논문지
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• 제4권4호
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• pp.236-241
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• 2011

높은 기공성을 갖춘 망상골과 고체의 비율이 높은 피질골의 기계적 성질은 초음파 파동 전파 측정법으로 알 수 있다. 초음파의 속도(SOS)는 bulk wave 방정식과 bar wave 방정식을 통해 산출할 수 있다. Bulk wave는 Biot의 이론에서 빠른 파동과 매우 유사함을 이용해, 본 연구에서 뼈의 이방성을 담은 행렬에 의해 bulk wave 속도가 변하는 여부를 측정하였다. 음파의 속도는 뼈가 횡방적인(transversely isotropy) 특성을 갖을 때보다 등방적인 특성을 갖을 때 0.69% 빠르다. 또한 bar wave 방정식을 사용하여 피질골에 대한 속도를 측정하였다. 전의 논문에 의하면 bar wave 속도는 탄성 계수 텐서 혹은 영의 계수의 함수이고 이와 같은 방법으로 bar wave 속도에 의해 등방성과 이방성을 측정하였다.

• 한국강구조학회 논문집
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• 제18권2호
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• pp.225-237
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• 2006

김 등(2005a, b)의 연구를 확장시켜 시스템 좌굴 고유치해석법을 이용한 유효좌굴길이 산정법과 2차 탄성해석기법을 이용한 2차모멘트를 이용하여 축력과 휨모멘트를 받는 라멘구조의 보-기둥부재에 대한 개선된 좌굴설계법을 제안한다. 이를 위하여 먼저 국내도로교설계기준, AISC-LRFD, SRC의 각 설계기준에 제시된 내하력 기준식을 이용하여 응력-변형율 관계를 유도하고, 이를 이용한 탄성 및 비탄성 좌굴 고유치해석을 이용한 유효좌굴길이 산정법을 고찰한다. 또한 라멘구조에 대하여 AISC-LRFD에서 제시하고 있는 좌굴 안정성 검토식과 본 연구에서 제시하는 안정성 검토식을 해석예제를 통하여 비교, 검토를 행한다.

• 공업화학
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• 제3권3호
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• pp.430-439
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• 1992

입자무기물 충전 복합재료에 있어서 계면의 친화성과 충전재의 분산성을 향상시키기 위하여 고분자 수지로 마이크로캡슬화된 glass beads를 제조하였다. Glass beads의 마이크로 캡슐화에는 상분리법을 이용하였으며, 벽막수지로는 EMAA와 EAA를 사용하였다. 캡슐화 형성상태를 분석하기 위하여 열분석과 SEM을 이용하였다. HDPE에 캡슐화 glass beads를 10~30중량 퍼센트까지 충전시켜 HDPE/마이크로캡슐화 glass beads 복합재를 제조하고 벽막수지종류와 캡슐화 비율에 따른 인장강도, 인장탄성율 및 동역학적 성질의 변화를 측정하였다. 인장강도의 경우 캡슐화 glass beads로 충전시킨 경우 복합재의 인장강도저하가 현저하게 둔화되었으며, 인장탄성율의 경우 캡슐화 glass beads로 충전시킨 경우 30~40% 정도의 향상된 값을 나타내었다. 동역학적 물성측정에 있어서는 계면접착력과 분산성의 향상을 볼 수 있었다. 그러나 벽막수지의 종류에 따른 복합재의 물성 차이는 크지 않음을 알 수 있었다.

• Bulletin of the Korean Chemical Society
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• 제2권4호
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• pp.142-147
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• 1981

A blend polymeric system composed of poly(methyl methacrylate) (PMMA or PM) and polystyrene (PS) dissolved in chloroform was rheologically studied. The viscosities ${\eta}_{bl}$ of the blend system with various blending ratios ${\chi}$ changing from zero (pure PS solution) to unity (pure PMMA solution) were measured at $25{\circ}C$ as a function of shear rates ${\dot{s}}$ by using a Couette type viscometer. ${\eta}_{bl}$ at a given ${\dot{s}}$ decreased exponentially with ${\chi}$ reaching asymptotic constant value of ${\eta}_{bl}$ ; ${\eta}_{bl}$ at a given ${\chi}$ is greater at a smaller ${\dot{s}}$. These results are explained by using Ree-Erying's theory of viscosity, ${\eta}_{bl}=(x_1{\beta}_1/{\alpha}_1)_{b}_1＋ (x_2{\beta}_2/{\alpha}_2)_{bl}[sinh^{-1}{\beta}_2(bl) {\dot{s}}]/{\beta}_2(bl){\dot{s}}$. The Gibbs activation energy ${\Delta}G_i^\neq$(i = 2 for non-Newtonian units) entering into the intrinsic relaxation time ${\beta}$ is represented by a linear combination ${\Delta}G_i^\neq(bl) ={\chi}{\Delta}G_i^{\neq}_{iPM}+(1-{\chi}){\Delta}G_i^{\neq}_{iPS}$;the intrinsic shear modulus$[[\alpha}_i]^{-1}$ is also represented by $[{\alpha}_i(bl)]^{-1}={\chi}[{\alpha}_{iPM}]^{-1}+(1-{\chi})[{\alpha}_{iPS}]^{-1}$ and the fraction of area on a shear surface occupied by the ith flow units $x_i(bl)$ is similarly represented, i.e., $x_i(bl) = {\chi}x_{iPM}+(1-{\chi})x_{iPS}$. By using these ideas the Ree-Eyring equation was rewritten which explained the experimental results satisfactorily.

• 대한금속재료학회지
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• 제50권11호
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• pp.801-808
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• 2012

TiAlCN coatings with various C contents were synthesized by unbalanced magnetron sputtering. The characteristics, the crystalline structure, surface morphology, hardness, and friction coefficient of the coatings as a function of the C content were investigated by X-ray diffraction (XRD), atomic force microscopy (AFM), a microhardness tester, and a wear test. In addition, their corrosion behaviors in a deaerated 3.5 wt% NaCl solution at $40^{\circ}C$ were investigated by potentiodynamic polarization tests. The results indicated that the $Ti_{14.9}Al_{15.5}C_{30.7}N_{38.9}$ coating had the highest hardness, elastic modulus, and a plastic deformation resistance of 39 GPa, 359 GPa, and 0.55, respectively, and it also had the lowest friction coefficient of approximately 0.26. Comparative evaluation of the TiAlCN coatings indicated that a wide range of coating properties, especially coating hardness, could be obtained by the synthesis methods and processing variables. The microhardness of the coatings was much higher than that from previously reported coating using similar magnetron sputtering processes. It was almost as high as the microhardness measured from the TiAlCN coatings (~41 GPa) synthesized using an arc ion plating process. The potentiodynamic test showed that the corrosion resistance of the TiAlCN coatings was significantly better than the TiAlN coatings, and their corrosion current density ($i_{corr}$), corrosion potentials ($E_{corr}$) and corrosion rate decreased with an increasing C content in the coatings. The much denser microstructure of the coatings due to the increased amount of amorphous phase with increasing C contents in the coatings could result in the the improved corrosion resistance of the coatings.

• Smart Structures and Systems
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• 제24권5호
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• pp.631-639
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• 2019

Finite element analysis is one of the important methods to study the structural performance. Due to the simplification, discretization and error of structural parameters, numerical model errors always exist. Besides, structural characteristics may also change because of material aging, structural damage, etc., making the initial finite element model cannot simulate the operational response of the structure accurately. Based on Bayesian methods, the initial model can be updated to obtain a more accurate numerical model. This paper presents the work on the field test, modal identification and model updating of a Chinese reinforced concrete pagoda. Based on the ambient vibration test, the acceleration response of the structure under operational environment was collected. The first six translational modes of the structure were identified by the enhanced frequency domain decomposition method. The initial finite element model of the pagoda was established, and the elastic modulus of columns, beams and slabs were selected as model parameters to be updated. Assuming the error between the measured mode and the calculated one follows a Gaussian distribution, the posterior probability density function (PDF) of the parameter to be updated is obtained and the uncertainty is quantitatively evaluated based on the Bayesian statistical theory and the Metropolis-Hastings algorithm, and then the optimal values of model parameters can be obtained. The results show that the difference between the calculated frequency of the finite element model and the measured one is reduced, and the modal correlation of the mode shape is improved. The updated numerical model can be used to evaluate the safety of the structure as a benchmark model for structural health monitoring (SHM).

• Structural Engineering and Mechanics
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• 제71권6호
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• pp.627-641
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• 2019

The paper focuses on bending analysis of the functionally graded (FG) plates with arbitrary shapes and boundary conditions. The material property of FG plates is modelled by using the power law distribution. Based on the first order shear deformation plate theory (FSDT), the governing equations as well as boundary conditions are formulated and obtained by using the principle of virtual work. The coupled Boundary Element-Radial Basis Function (BE-RBF) method is established to solve the complex FG plates. The proposed methodology is developed by applying the concept of the analog equation method (AEM). According to the AEM, the original governing differential equations are replaced by three Poisson equations with fictitious sources under the same boundary conditions. Then, the fictitious sources are established by the application of a technique based on the boundary element method and approximated by using the radial basis functions. The solution of the actual problem is attained from the known integral representations of the potential problem. Therefore, the kernels of the boundary integral equations are conveniently evaluated and readily determined, so that the complex FG plates can be easily computed. The reliability of the proposed method is evaluated by comparing the present results with those from analytical solutions. The effects of the power index, the length to thickness ratio and the modulus ratio on the bending responses are investigated. Finally, many interesting features and results obtained from the analysis of the FG plates with arbitrary shapes and boundary conditions are demonstrated.

• 한국재료학회지
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• 제32권1호
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• pp.44-50
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• 2022

Transition metal carbides (TMCs) are used to process difficult-to-cut materials due to the trend of requiring superior wear and corrosion properties compared to those of cemented carbides used in the cutting industry. In this study, TMC (TiC, TaC, Mo₂C, and NbC)-based cermets were consolidated by spark plasma sintering at 1,300 ℃ (60 ℃min) with a pressure of 60 MPa with Co addition. The sintering behavior of TMCs depended exponentially on the function of the sintering exponent. The Mo₂C-6Co cermet was fully densified, with a relative density of 100.0 %. The Co-binder penetrated the hard phase (carbides) by dissolving and re-precipitating, which completely densified the material. The mechanical properties of the TMCs were determined according to their grain size and elastic modulus: TiC-6Co showed the highest hardness of 1,872.9 MPa, while NbC-6Co showed the highest fracture toughness of 10.6 MPa^*m^1/2. The strengthened grain boundaries due to high interfacial energy could cause a high elastic modules; therefore, TiC-6Co showed a value of 452 ± 12 GPa.