• Title/Summary/Keyword: Continuous Strength Method

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Mechanical Properties of 2-D Silica-Silica Continuous Fiber-reinforced Ceramic-matrix Composite Fabricated by Sol-Gel Infiltration

  • Kim, Ha-Neul;Kim, Dong-Jun;Kang, Eul-Son;Kim, Do-Kyung
    • Korean Journal of Materials Research
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    • v.19 no.7
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    • pp.391-396
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    • 2009
  • 2-dimensional silica-silica Continuous Fiber-reinforced Ceramic.matrix Composites (CFCCs) were fabricated by a sol-gel infilitration method that has a changing processing condition, such as the repetitions of infilitration. In order to investigate the relationship between the processing condition and the mechanical properties of composites, the mechanical properties of specimens were measured by means of a 4-point flexural strength test while the evidence of strength degradation were microstructurally characterized. There seemed to be a minimum density value that existed at which the delamination between the fabrics would not occur. In the case that the density of silica CFCCs exceeded 1.55 g/$cm^3$, the flexural strength also exceeded approximately 18 MPa at least. By applying the Minimum Solid Area (MSA) analysis of the porous structure, the correlation between the relative density and the mechanical properties of composites will be discussed.

Strength Prediction Model for Flat Plate-Column Connections (플랫 플레이트 내부 접합부의 강도산정모델)

  • 최경규;박홍근;안귀용
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.897-902
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    • 2002
  • The failure of flat plate connection is successive failure process accompanying with stress redistribution, hence it is necessary to compute the contributions of each resistance components at ultimate state. In the present study, the interactions of resultant forces at each faces of connection, i.e. shear, bending moment and torsional moment are considered in the assessment of strength of slab. As a result the strength prediction model for connection is made up as combination of bending resistance, shear resistance and torsional resistance. The proposed method is verified by the experimental data and numerical data of continuous slabs.

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Color Inverse Halftoning for Color Prints Halftoned by Clustered-dot Method (Clustered-dot 방법으로 해프톤된 앤쇄물에 대한 칼라 역 해프토닝 방법)

  • 김종민;김민환
    • Journal of Korea Multimedia Society
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    • v.2 no.3
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    • pp.308-319
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    • 1999
  • In this paper we propose a new color inverse halftoning for color prints halftoned by clustered-dot. The proposed method divide channel image into blocks and then extract moire region according to its strength. To get more natural continuous tone image in human vision, the proposed method smooths the extracted moire region in proportion to moire strength. It can also preserve the significant edges well by considering edge information of color halftone image in the process of inverse halftoning. Experimental results show that the proposed method can make more improved inverse halftoning. Experimental results show that the proposed method can make more improved inverse halftoning image than the results of previous works. It could be applied to field of multimedia application, such as digital library construction, color print image compression and multimedia authoring.

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Ultimate Flexural Strength Evaluation of Construction Joints in PSC Bridge Girders (PSC 교량 부재의 시공이음부의 극한 휨강도 평가)

  • 채성태;오병환;김병석;이상희
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.279-284
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    • 2002
  • Prestressed concrete(PSC) bridge structures with a number of continuous spans has been segmentally built in many countries. These methods include incremental launching method, movable scaffolding method, full staging method and balanced cantilever method. In these segmentally constructed prestressed concrete bridges, many construction joints exist and these construction joints are weak points in PSC bridges. The prestress force can be introduced prestress force continuously through the construction joints of PSC bridge superstructure using tendon couplers. The main objective of this study is to evaluate the structural behavior and ultimate flexural strength of construction joints in PSC girder bridge members. To this end, a comprehensive experimental program has been set up and a series of full-scale tests have been performed. Ultimate flexural strength of construction joint in PSC members with tendon couplers is decreased by approximately 10% for non-coupled members.

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Development of Continuous Rectangular Spiral Hoop Bar Construction for RC Beam and Column (연속후프를 이용한 철근콘크리트 보, 기둥 철근배근 공법 개발)

  • Park, Sung-Woo;Kwak, Chang-Sik;Jin, Jong-Min;Park, Hong-Geun;Kang, Su-Min;Kim, Hyo-rak
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.11a
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    • pp.171-172
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    • 2012
  • In this study the continuous rectangular spiral hoop is used for saving cost and time, solving manpower shortage, and the quality of structures. Generally the use of continuous spiral reinforcement in reinforced concrete elements improve the strength and the ductility of the concrete. Savings in cost and time is demonstrated with the continuous rectangular spiral hoop through the mock up test of beam and column elements. In case of a 4m column element the time of rebar work decreases up to 40% compared with traditional hoop, and in case of a 8m beam the time also decreases 40%. This study present the construction method and details.

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Decentralized stabilization of a class of uncertain interconnected continuous systems (상호 연결된 연속시간 시스템의 비집중 적응 안정화)

  • Kim, Sung-Soo;Lyou, Joon
    • 제어로봇시스템학회:학술대회논문집
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    • 1986.10a
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    • pp.554-559
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    • 1986
  • This paper considers the problem of stabilizing a composite system formed by interconnecting a number of single-input single-output linear continuous systems. The problem is general in the sense that in addition to the standard assumption about the uncertainty of the subsystems, the strength of interconnections is assumed unknown. A method to design a local adaptive feedback control is first presented, and then the resultant closed-loop system is assured to be globally stable. Also, a numerical example is illustrated via computer simulation.

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A Study on the Strength Analysis of Crankshaft for 4 Stroke Marine Diesel Engine (선박용 4행정 디젤엔진의 크랭크축 강도해석에 관한 연구)

  • Lee, D.C.;Kang, D.S.
    • Journal of Advanced Marine Engineering and Technology
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    • v.30 no.3
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    • pp.359-368
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    • 2006
  • The trend on marine diesel engine productions and refinements has led to a higher mean effective pressure and thermal efficiency. These resulted in increased maximum combustion pressure within the cylinder and vibratory torque in crankshaft. In view of this. the crankshaft should be able to withstand the dynamic stresses caused by load variations. Different factors including size, material and stress concentration factors should also be considered to ensure the reliability of the shafting system. As such, crankshaft must be designed and compacted within its fatigue strength. In this paper, the strength analysis of crankshaft Is carried out by: simplified method recommended by IACS(International Association Classification Societies) M53 and a detailed method with the crankshaft assumed as a continuous beam and bearing supported in its flexibility. The results of these two methods are then compared.

Evaluation of Residual Stress for Weldments Using Continuous Indentation Technique (연속압입시험기법을 이용한 용접부 잔류응력 평가)

  • Lee Y. H.;Choi Y.;Kim K. H.;Kwon D.;Lee J. S.
    • Transactions of Materials Processing
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    • v.14 no.6 s.78
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    • pp.541-546
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    • 2005
  • Apparent mechanical properties in structural components can be different from the initially designed values due to the formation of the residual stress in metal forming and welding. Therefore, the evaluation of residual stress has great importance in the reliability diagnosis of structural components. A nondestructive continuous indentation technique has been proposed to evaluate various strength concerning mechanical properties from the analysis of load-depth curve. In this study, quantitative residual stress estimation on API X65 welded joints for natural gas pipeline was performed by analyzing the variation of indentation loading curve by residual stress through a new proposed theoretical model. The residual stress from the indentation method was compared with that from the saw-cutting method.

Evaluation of residual stress for weldments using continuous indentation technique (연속압입시험기법을 이용한 용접부 잔류응력 평가)

  • Lee J. S.;Choi Y.;Kim K. H.;Kwon D.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2005.05a
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    • pp.126-129
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    • 2005
  • Apparent mechanical properties in structural components can be different from the initially designed values due to the formation of the residual stress in metal forming and welding. Therefore, the evaluation of residual stress has great importance in the reliability diagnosis of structural components. A nondestructive continuous indentation technique has been proposed to evaluate various strength concerning mechanical properties from the analysis of load-depth curve. In this study, quantitative residual stress estimation on API X65 welded joints for natural gas pipeline was performed by analyzing the variation of indentation loading curve by residual stress through a new proposed theoretical model. The residual stress from the indentation method was compared with that from the saw-cutting method.

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Microstructures and Mechanical Properties of Al-Ni Eutectic Composite by Upward Continuous Casting (상향식 연속주조법으로 제조한 Ai-Ni 공정복합재료의 응고조직 및 기계적 성질)

  • Kwon, Kee-Kyun;Hong, Chun-Pyo;Lee, Kye-Wan
    • Journal of Korea Foundry Society
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    • v.10 no.1
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    • pp.50-56
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    • 1990
  • Continuous casting of the $Al-Al_3Ni$: eutectic composite was carried out by the upward continuous casting process. The morphology of the eutectic growth and the stability of solid-liquid interface were investigated under various growth conditions in an upward continuous casting. The effect of growth conditions on the mechanical properties of the $Al-Al_3$ Ni eutectic composit was also investigated, and the results were compared with those by the Bridgman method. As for the results, it was possible to get the planar solid-liquid interface at the condition of $G_L/R$$1.04{\times}10^3^{\circ}Csec/mm^2$. And the inter-rod spacing of $Al-Al_3Ni$ eutectic composite was decreased with the increase of pulling speed. The reduction of inter-rod spacing & value of $G_L/R$ caused the increase of ultimate tensile strength in $Al-Al_3Ni$: eutectic composite. The ultimate tensile strengths of $Al-Al_3Ni$ by the upward continuous casting were higher then those by the Bridgman method.

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