• 제목/요약/키워드: MECHANICAL INTERFACIAL

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초고압 소결된 다이아몬드/실리콘 카바이드 복합재료의 계면특성 및 기계적 특성 (Interfacial Characteristics and Mechanical Properties of HPHT Sintered Diamond/SiC Composites)

  • 박희섭;류민호;홍순형
    • 한국분말재료학회지
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    • 제16권6호
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    • pp.416-423
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    • 2009
  • Diamond/SiC composites are appropriate candidate materials for heat conduction as well as high temperature abrasive materials because they do not form liquid phase at high temperature. Diamond/SiC composite consists of diamond particles embedded in a SiC binding matrix. SiC is a hard material with strong covalent bonds having similar structure and thermal expansion with diamond. Interfacial reaction plays an important role in diamond/SiC composites. Diamond/SiC composites were fabricated by high temperature and high pressure (HPHT) sintering with different diamond content, single diamond particle size and bi-modal diamond particle size, and also the effects of composition of diamond and silicon on microstructure, mechanical properties and thermal properties of diamond/SiC composite were investigated. The critical factors influencing the dynamics of reaction between diamond and silicon, such as graphitization process and phase composition, were characterized. Key factor to enhance mechanical and thermal properties of diamond/SiC composites is to keep strong interfacial bonding at diamond/SiC composites and homogeneous dispersion of diamond particles in SiC matrix.

열충격하 적층체의 열탄성 구배기능 계면영역을 고려한 동일선상 복수균열 해석 (Collinear cracks in a layered structure with a thermoelastically graded interfacial zone under thermal shock)

  • 최형집;진태은;이강용
    • 대한기계학회논문집A
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    • 제22권4호
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    • pp.779-789
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    • 1998
  • In this paper, the thermal shock responses of collinear cracks in a layered medium are investigated based on the uncoupled, quasi-static plane thermoelasticity. The medium is modeled as a bonded structure composed of a surface layer and a semi-infinite substrate. Between these two dissimilar homogeneous constituents, a functionally graded interfacial zone exists with the nonhomogeneous features of continuously varying thermoelastic properties. Three cracks are assumed to be present in the layered medium, one in each one of the constituent materials, aligned collinearly normal to the nominal interfaces. A system of singular integral equations is solved, subjected to the forcing terms of equivalent transient thermal tractions acting on the locations of cracks via superposition. Main results presented are the transient thermal stress intensity factors to illustrate the parametric effects of various geometric and amterial combinations of the medium with the thermoelastically graded interfacial zone and the collinear cracks.

재활용 횟수에 따른 폴리프로필렌 및 탄소섬유 강화 PP 복합재료의 물성 변화 관찰 (Investigation of Mechanical Property of Polypropylene and CF/PP Composites with Number of Recycle)

  • 권동준;왕작가;이태웅;박종만
    • Composites Research
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    • 제26권5호
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    • pp.303-308
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    • 2013
  • 탄소섬유(CF) 강화 폴리프로필렌(PP) 복합재료의 수요는 증가되고 있다. 본 연구에서는 재활용 횟수에 따라 변화되는 복합재료의 물성 변화를 관찰하였다. CF 함량을 20% 함량으로 조성한 복합재료에 대해서 재활용 횟수에 따른 기계적 물성 평가를 진행하였다. 인장, 굴곡, Izod 동적 피로 실험에 따른 영향을 확인하였다. CF/PP 복합재료의 계면 물성을 평가하기 위해 젖음성 평가와 파단면을 FE-SEM으로 확인하였다. 재활용 횟수에 따라 섬유와 기지는 변화된다. CF/PP 복합재료는 재활용 할수록 섬유와 기지간의 계면에 열 데미지와 분쇄 과정에 의한 결합력 감소가 확인하였다.

Actual microstructure-based numerical method for mesomechanics of concrete

  • Chena, S.;Yueb, Z.Q.;Kwan, A.K.H.
    • Computers and Concrete
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    • 제12권1호
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    • pp.1-18
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    • 2013
  • This paper presents an actual microstructure-based numerical method to investigate the mechanical properties of concrete at mesoscopic level. Digital image processing technique is used to capture the concrete surface image and generate the actual 3-phase microstructure of the concrete, which consists of aggregate, matrix and interfacial transition zones. The microstructure so generated is then transformed into a mesh or grid for numerical analysis. A finite difference code FLAC2D is used for the numerical analysis to simulate the mechanical responses and failure patterns of the concrete. Several cases of concrete with different degrees of material heterogeneity and under different compression loading conditions have been analysed. From the numerical results, the effects of the internal material heterogeneities as well as the external confining stresses are studied. It is shown that the material heterogeneities arising from the presence of different phases and the existence of interfacial transition zones have great influence on the overall mechanical behaviour of concrete and that the numerically simulated behaviour of concrete with or without confining stresses applied agrees quite well with the general observations reported in the literature.

비균질 구배기능 계면영역을 고려한 적층 만무한체의 동일선상 복수균열 해석 (The Problem of Collinear Cracks in a Layered Half-Plane with a Functionally Graded Nonhomogeneous Interfacial Zone)

  • 진태은;최형집;이강용
    • 대한기계학회논문집A
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    • 제20권4호
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    • pp.1275-1289
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    • 1996
  • The plane elasticity problem of collinear cracks in a layered medium is investigated. The medium is modeled as bonded structure constituted from a surface layer and a semi-infinite substrate. Along the bond line between the two dissimilar homegeneous constituents, it is assumed that as interfacial zone having the functionally graded, nonhomogeneous elastic modulus exists. The layered medium contains three collinear cracks, one in each constituent material oriented perpendicular to the nominal interfaces. The stiffness matrix formulation is utilized and a set of homogeneous conditions relevant to the given problem is readily satisfied. The proposed mixed boundary value problem is then represented in the form of a system of integral equations with Cauchy-type singular kernels. The stress intensity factors are defined from the crack-tip stress fields possessing the standard square-root singular behavior. The resulting values of stress intensity factors mainly address the interactions among the cracks for various crack sizes and material combinations.

Development of a special thermal-hydraulic component model for the core makeup tank

  • Kim, Min Gi;Wisudhaputra, Adnan;Lee, Jong-Hyuk;Kim, Kyungdoo;Park, Hyun-Sik;Jeong, Jae Jun
    • Nuclear Engineering and Technology
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    • 제54권5호
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    • pp.1890-1901
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    • 2022
  • We have assessed the applicability of the thermal-hydraulic system analysis code, SPACE, to a small modular reactor called SMART. For the assessment, the experimental data from a scale-down integral-test facility, SMART-ITL, were used. It was conformed that the SPACE code unrealistically calculates the safety injection flow rate through the CMT and SIT during a small-break loss-of-coolant experiment. This unrealistic behavior was due to the overprediction of interfacial heat transfer at the steam-water interface in a vertically stratified flow in the tanks. In this study, a special thermal-hydraulic component model has been developed to realistically calculate the interfacial heat transfer when a strong non-equilibrium two-phase flow is formed in the CMT or SIT. Additionally, we developed a special heat structure model, which analytically calculates the heat transfer from the hot steam to the cold tank wall. The combination of two models for the tank are called the special component model. We assessed it using the SMART-ITL passive safety injection system (PSIS) test data. The results showed that the special component model well predicts the transient behaviors of the CMT and SIT.

Static and Dynamic Fracture Analysis for the Interface Crack of Isotropic-Orthotropic Bimaterial

  • Lee, Kwang-Ho;Arun Shukla;Venkitanarayanan Parameswaran;Vijaya Chalivendra;Hawong, Jae-Sug
    • Journal of Mechanical Science and Technology
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    • 제16권2호
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    • pp.165-174
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    • 2002
  • In the present study, interfacial cracks between an isotropic and orthotropic material, subjected to static far field tensile loading are analyzed using the technique of photoelasticity. The fracture parameters are extracted from the full-field isochromatic data and the same are compared with that obtained using boundary collocation method. Dynamic photoelasticity combined with high-speed digital photography is employed for capturing the isochromatics in the case of propagating interfacial cracks. The normalized stress intensity factors for static cracks are greate. when ${\alpha}$: 90$^{\circ}$(fibers perpendicular to the interface) than when ${\alpha}$=0$^{\circ}$(fibers parallel to the interface), and those when ${\alpha}$=90$^{\circ}$are similar to ones of isotropic material. The dynamic stress intensity factors for interfacial propagating cracks are greater when ${\alpha}$=0$^{\circ}$ than ${\alpha}$=90$^{\circ}$. For the velocity ranges (0.1 < C/C$\sub$s1/<0.7) observed in this study, the complex dynamic stress intensity factor │K$\sub$D/│increases with crack speed c, however, the rate of increase of │K$\sub$D/│with crack speed is not as drastic as that reported for homogeneous materials.

An Investigation of Interfacial Strength in Epoxy-based Solid Polymer Electrolytes for Structural Composite Batteries

  • Mohamad A. Raja;Su Hyun Lim;Doyun Jeon;Hyunsoo Hong;Inyeong Yang;Sanha Kim;Seong Su Kim
    • Composites Research
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    • 제36권6호
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    • pp.416-421
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    • 2023
  • Multifunctional composite materials capable of both load-carrying and energy functions are promising innovative candidates for the advancement of contemporary technologies owing to their relative feasibility, cost-effectiveness, and optimized performance. Carbon fiber (CF)-based structural batteries utilize the graphitic inherent structure to enable the employment of carbon fibers as electrodes, current collectors, and reinforcement, while the matrix system is an ion-conduction and load transfer medium. Although it is possible to enhance performance through the modification of constituents, there remains a need for a systematic design methodology scheme to streamline the commercialization of structural batteries. In this work, a bi-phasic epoxy-based ionic liquid (IL) modified structural battery electrolyte (SBE) was developed via thermally initiated phase separation. The polymer's morphological, mechanical, and electrochemical characteristics were studied. In addition, the interfacial shear strength (IFSS) between CF/SBE was investigated via microdroplet tests. The results accentuated the significance of considering IFSS and matrix plasticity in designing composite structural batteries. This approach is expected to lay the foundation for realizing smart structures with optimized performance while minimizing the need for extensive trial and error, by paving the way for a streamlined computational design scheme in the future.

염수 노화처리 일수에 따른 유리섬유 에폭시간의 기계적 및 계면 물성 변화 평가 (Evaluation of Mechanical and Interfacial Properties between Glass Fiber and Epoxy Resin after NaCl Solution and Aging Treatments)

  • 신평수;왕작가;권동준;최진영;이상일;박종만
    • Composites Research
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    • 제28권1호
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    • pp.22-27
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    • 2015
  • 복합재의 고강성을 얻기 위하여 매트릭스 및 섬유 각각의 물성도 중요하지만, 매트릭스와 섬유간 계면접착력이 매우 중요하다. 바닷물이 계면을 침투하게 되면 계면물성이 낮아지게 되고, 복합재의 균열이 일어나게 될 것이다. 이번 실험에서, 물리적/계면 시험법과 미세역학 시험법을 이용하여 유리섬유 노화일수에 따른 계면물성 변화를 연구하였다. 유리섬유의 기계적 물성변화는 단섬유 인장시험을 통해 조사했다. 유리섬유의 계면물성 변화는 비파괴 음향방출과 피로시험을 응용한 미세역학 시험을 통해 조사했다. 피로강도의 변화를 통하여 유리섬유와 에폭시간의 상대적인 계면물성을 평가하였다. 실험결과, 염수노화 일수에 따라 유리섬유의 직경이 감소하는 것을 관찰하였고, 미처리의 경우보다 기계적 및 계면 물성 감소를 나타내었다.

Bond-slip constitutive model of concrete to cement-asphalt mortar interface for slab track structure

  • Su, Miao;Dai, Gonglian;Peng, Hui
    • Structural Engineering and Mechanics
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    • 제74권5호
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    • pp.589-600
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    • 2020
  • The bonding interface of the concrete slab track and cement-asphalt mortar layer plays an important role in transferring load and restraining the track slab's deformation for slab track structures without concrete bollards in high-speed railway. However, the interfacial bond-slip behavior is seldom considered in the structural analysis; no credible constitutive model has been presented until now. Elaborating the field tests of concrete to cement-asphalt mortar interface subjected to longitudinal and transverse shear loads, this paper revealed its bond capacity and failure characteristics. Interfacial fractures all happen on the contact surface of the concrete track slab and mortar-layer in the experiments. Aiming at this failure mechanism, an interfacial mechanical model that employed the bilinear local bond-slip law was established. Then, the interfacial shear stresses of different loading stages and the load-displacement response were derived. By ensuring that the theoretical load-displacement curve is consistent with the experiment result, an interfacial bond-slip constitutive model including its the corresponding parameters was proposed in this paper. Additionally, a finite element model was used to validate this constitutive model further. The constitutive model presented in this paper can be used to describe the real interfacial bonding effect of slab track structures with similar materials under shear loads.