• Title/Summary/Keyword: 샌드위치 보

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Vibration Control of Intelligent Structures via ER Fluids and Piezoelectric Film Actuators (전기유동유체와 압전필름 액튜에이터를 이용한 지능구조물의 진동제어)

  • 박용군;최승복
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 1995.10a
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    • pp.249-253
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    • 1995
  • 본 연구에서는 잠재적 응용성이 큰 ER유체와 압전필름을 액튜에이터로 하는 하이브리드형 지능구조물을 제안한 후 능동 진동제어를 실시하였다. 먼저 중공(hollow)의 샌드위치 형태 복합재료(glass/epoxy)보에 ER유체와 압전필름을 각각 삽입과 접착을 하여 하이브리드형 지능구조물을 제작하였다. 그리고 각 매체의 액튜에이팅 특성을 고려하여, ER유체 액튜에이터(ERFA)는 전장부하 함수로 도출되는 구조물의 주파수응답을 특징으로 하였고, 압전필름 액튜에이터(PFA)는 신경 슬라이딩 모드 제어기 (neuro sliding mode controller : NSC)를 적용하였다. 이 두 액튜에이터가 동시에 작동하는 능동 진동제어계를 실험적으로 구현한 후 과도응답과 강제 응답에 대한 진동제어 성능을 단일 액튜에이터 작동시와 비교 고찰하여 제시된 하이브리드 액튜에이팅의 효과를 입증하였다.

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Development Trend and Present Situation of High-Performance Concrete in Japen (일본의 고유동 콘크리트 개발 및 사용현황)

  • 김은겸;최재진;전찬기;이호석
    • Magazine of the Korea Concrete Institute
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    • v.14 no.4
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    • pp.66-71
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    • 2002
  • 고유동 콘크리트는 높은 변형성과 분리 저항성에 의해 자기충전성을 갖는 콘크리트로서 외부에서 힘을 전혀 가하지 않거나 또는 아주 작은 힘만으로 재료분리 없이 거푸집 구석구석까지 충전되는 특징을 가진다. 이러한 고유동 콘크리트는 일본 동경대학의 강촌 보 교수에 의해 제창되었는데 콘크리트의 다짐을 하지 않아도 된다면 시공방법의 영향을 받지 않고 신뢰성이 높은 구조물을 만들 수 있을 뿐 아니라 1회치기 높이의 제한, 다짐작업을 위한 발판, 박스단면에서 밑면과 벽체 부분의 분할치기 등의 제약을 받지 않게 되고, 강 콘크리트 샌드위치 합성구조 등의 새로운 구조형식도 용이하게 시공할 수 있어 많은 이점을 가질 수 있다.(중략)

Size Effects in the Failure of Specially Orthotropic Sandwich Slab Bridges (치수효과를 고려한 특별직교이방성 샌드위치 슬래브교량의 파괴강도해석)

  • Han, Bong Koo;Lee, Yong Ho
    • Journal of Korean Society of Steel Construction
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    • v.16 no.3 s.70
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    • pp.333-344
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    • 2004
  • In civil engineering applications, the establishment of standards and procedures for analysis, design, fabrication, construction, and quality control are essential in facilitating the economic and efficient use of composite materials. Many bridge systems, including girders. cross beams, and concrete decks, function as specially orthotropic plates. in general, the analytical solution for such complex systems is very difficult to achieve. Thus, the finite difference method is used for the analysis of the problem. The rate of tensile strength reduction due to increased size is considered. Strength reduction is necessary to ensure the safe design of building structures. This paper suggests the use of a strength-failure analysis procedure using the reduced tensile strength. A numerical study is conducted for different cases. The Tasi-Wu failure criterion for stress space is also used.

Development of a Nuclease Protection Assay With Sandwich Hybridization (NPA-SH) to Monitor Heterosigma akashiwo (Heterosigma akashiwo를 모니터하기 위한 뉴클레아제 보호 분석이 통합된 샌드위치 혼성(NPA-SH)의 개발)

  • Kang, Mingyeong;Park, Mirye;Kim, Kang Eun;Lee, Taek-Kyun
    • Journal of Life Science
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    • v.30 no.1
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    • pp.26-31
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    • 2020
  • Heterosigma akashiwo is a globally distributed raphidophyte that forms blooms and causes significant losses to the aquaculture industry in many coastal countries. The development of a fast and sensitive detection method is therefore required to facilitate the appropriate warning of harmful algal blooms. In this study, a nuclease protection integrated with sandwich hybridization (NPA-SH) assay was developed to both qualitatively and quantitatively detect H. akashiwo. The NPA, capture and signal probes were designed by nucleotide sequencing of H. akashiwo. The applicability of NPA-SH was evaluated using cultured H. akashiwo cells and field samples collected at Goseong Bay, Korea. The results show that this method has good applicability and effectiveness in analyzing cultured cells and field samples. A linear regression equation for the quantitative analysis of H. akashiwo was obtained, and the lower detection limit of the assay was 1×104 cells/ml. There was no statistically significant difference in the results of H. akashiwo quantitation using NPA-SH compared to those obtained using a microscope. These results indicate that NPA-SH can be a good alternative to the traditional microscopic method used to monitor H. akashiwo.

Impact Tests and Numerical Simulations of Sandwich Concrete Panels for Modular Outer Shell of LNG Tank (모듈형 LNG 저장탱크 외조를 구성하는 샌드위치 콘크리트 패널의 충돌실험 및 해석)

  • Lee, Gye-Hee;Kim, Eun
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.32 no.5
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    • pp.333-340
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    • 2019
  • Tests using a middle velocity propulsion impact machine (MVPIM) were performed to verify the impact resistance capability of sandwich concrete panels (SCP) in a modular liquefied natural gas (LNG) outer tank, and numerical models were constructed and analyzed. $2{\times}2m$ specimens with plain sectional characteristics and specimens including a joint section were used. A 51 kg missile was accelerated above 45 m/s and impacted to have the design code kinetic energy. Impact tests were performed twice according to the design code and once for the doubled impact speed. The numerical models for simulating impact behaviors were created by LS-DYNA. The external steel plate and filled concrete of the panel were modeled as solid elements, the studs as beam elements, and the steel plates as elasto-plastic material with fractures; the CSCM material model was used for concrete. The front plate deformations demonstrated good agreement with those of other tests. However the rear plate deformations were less. In the doubled speed test for the plain section specimen, the missile punctured both plates; however, the front plate was only fractured in the numerical analysis. The impact energy of the missile was transferred to the filled concrete in the numerical analysis.

A Study on the Post-buckling Behavior of Slit Type FLD(Force Limiting Device) (슬릿형 응력제한장치(FLD)의 좌굴 후 거동에 관한 연구)

  • Oh, Young Suk;Kim, Cheol Hwan;Kim, Chae Yeong;Chae, Won Tak
    • Journal of Korean Society of Steel Construction
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    • v.25 no.5
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    • pp.475-486
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    • 2013
  • This research is about design of slit type FLD which secure the buckling stability of compressive brace. 4 slit type and 8 slit type specimens were experimented by pure compressive loading. Comparing the experiment results with FEA results, the good correspondence is appeared each other. Also for deriving strength-displacement formular, an unit section of slit type FLD is transferred to idealized sandwich section. This formular explains satisfactorily experiment results, in given condition. The result of this research will be used as basic data in FLD design.

A Study on the Optimum Design and Structural Behaviors of Aluminium Extrusions (알루미늄 압출재의 구조적 거동 특성 및 최적설계에 관한 연구)

  • S.I. Seo;K.H. Son
    • Journal of the Society of Naval Architects of Korea
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    • v.35 no.1
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    • pp.88-97
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    • 1998
  • Large aluminium extrusions can be used in rolling stocks and high speed vessels to reduce weight and labor cost. As sandwich plates with corrugated core have enough strength in transverse and longitudinal direction, welding lines to connect members are reduced and transverse members to strength longitudinal members are not required. However, for proper design of aluminium extrusion plates, understanding of structural behaviors of the exclusions are necessary. In this paper, at first, detailed finite element analysis is carried out to understand structural behavior. And then, simple theoretical formulas for design purpose are proposed using the orthotropic plate theory. Shear stresses resulting from end twisting which is characteristics of deep aluminium extrusion plates can also be calculated by the simple theoretical formula. Comparison with the results by detailed finite element analysis shows good accuracy of the proposed simple formulas. The simple formulas can be useful in repetitive analysis in the initial design stage.

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Size Effects in the Failure of Simple Supported Sandwich Slab Bridges (단순지지된 샌드위치 슬래브교량의 파괴시 치수효과)

  • Han, Bong-Koo;Kim, Duck-Hyun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.3
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    • pp.83-90
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    • 2010
  • Composite materials can be used economically and efficiently in civil engineering applications when standards and procedure for analysis, design, construction and quality control are to be established. Bridge systems, including the girders and cross-beams, and concrete decks behave as the specially orthotropic plates. For such systems with sections, boundary conditions other than Navier solution types, it is very difficult to obtain its analytical solution. To design the bridge made by the composite materials, cross-section was used as the form-core shape for economical reason and finite difference method was used for output of the stress value. The Tsai-Wu failure criterion for stress space is used. In this paper, the rate of tensile strength reduction due to increased size was considered. And also numerical study is made for these cases.

Measurement of Tensile and Bending Properties of Nanohoneycomb Structures (나노허니컴 구조물의 인장 및 굽힘 물성 측정)

  • Jeon, Ji-Hoon;Choi, Duk-Hyun;Lee, Pyung-Soo;Lee, Kun-Hong;Park, Hyun-Chul;Hwang, Woon-Bong
    • Composites Research
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    • v.19 no.6
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    • pp.23-31
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    • 2006
  • We measured mechanical properties, including Young's modulus, effective bending modulus and nominal fracture strength of nanohoneycomb structures using an Atomic Force Microscope(AFM) and a Nano-Universal Testing Machine(UTM). Anodic aluminum oxide(AAO) films are well suited as nanohoneycomb structures because of the simple fabrication process, high aspect ratio, self-ordered hexagonal pore structure, and simple control of pore dimensions. Bending tests were carried out for cantilever structures by pressing AFM tips, and the results were compared with three-point bending tests and tensile tests using a Nano-UTM. One side of the AAO films is clogged by harrier layers, and looks like a face material of conventional sandwich structures. Analysis of this layer showed that it did not influence the bending rigidity, and was just a crack tip. The present results can act as a design guideline in applications of nanohoneycomb structures.

A Survey on Breakfast of Commuting Local College Students and Suggestions for Desirable Breakfast Menu (통학 지방대학생의 아침식사 섭취실태와 바람직한 아침식단에 대한 제안)

  • 이혜양
    • The Korean Journal of Food And Nutrition
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    • v.11 no.3
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    • pp.323-328
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    • 1998
  • This study was to investigate regularity of breakfast and food habits of commuting local college students. The regularly breakfast eating rate was found to be 32.9% in man and 26.5% in woman. The mean score of food habits was pretty low, 36.7 out of minimum possible score 12 and maximum 60. The mean score of nutrition attitude was 58.1 out of minimum possible score 18 and maximum 90. This survey showed that skipping breakfast or irregularity of breakfast led to overeating, high fat diet, lot of alcohol and imbalanced diet. It was known that breakfast was the most important among three meals. But having balanced breakfast daily was very difficult according to loss of appetite and busy schedule early in the morning. I suggested carbohydrate food, protein food, and vitamin & mineral food items desirable for nutritionally balanced, easily digestible, tasteful, quick and easily cooking breakfast menu. It was recommended to choose on item out of each of three food categories considering calory(1/3 of daily recommended calory intake for breakfast).

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