• Title/Summary/Keyword: 역학적특성

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Analysis of Correlation Between Velocity of Elastic Wave and Mechanical Properties of Rocks (암석의 탄성파속도 거동특성과 역학 parameter와의 상관성 해석)

  • Lee, Jong-Suok;Moon, Jong-Kyu;Choi, Woong-Eui
    • Tunnel and Underground Space
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    • v.21 no.1
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    • pp.50-65
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    • 2011
  • Analysis of correlation and behavior characteristics at elastic wave velocity have studied on Korean rock data after checking population size and Chi-square method. Behavior characteristics are quite different from each rock and mechanical parameters at elastic wave velocity. This study shows it is necessary to analize correlation to rock behavior characteristics for correct answer from natural rock.

Mix Design and Physical Properties of Concrete Used in Yeoju-Bo Mass Concrete ("한강살리기" 4공구 여주보 매스콘크리트의 배합설계 및 역학적 특성)

  • Ha, J.D.;Park, K.W.;Shin, D.S.;Lee, C.K.;Kim, B.L.
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.189-190
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    • 2010
  • Yeoju-Bo is a large massive concrete structures that require the reduction of working period of construction. In this study, we optimized the mix proportion of internal/external concrete and physical properties like compressive strength, semi adiabatic temperature rise in laboratory. And we also performed thermal analysis to verify the thermal cracking. Lastly we measured the hydration heat and the thermal cracking in site to verify the safety of massive concrete structure.

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Aerodynamic analysis of disc type flying-object and flying-wing (원반형 비행체와 전익기의 공력특성 분석)

  • Lee, Yeong-Jun;An, Hyeon-Jin;Kim, Byeong-Su
    • Proceeding of EDISON Challenge
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    • 2014.03a
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    • pp.550-555
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    • 2014
  • 전익기는 전쟁 중 등장해 활약했다는 점과 그 독특한 형태로 유명세를 타기 시작한 비행체의 한 종류이다. 공기역학적으로 동일한 속도로 비행할 때 일반적인 항공기와 비교해서 적은 동력으로 더 멀리 날수 있는 전익기의 특성과 그 발전방향을 보았을 때 동체의 익면적이 넓어 생기는 특성을 극대화 시키면서 더욱 독특한 형태의 비행체로 나타나는 모습이 원반형 비행체이다. 본 연구는 EDISON Simulation을 활용한 두 비행체의 공력특성 비교를 통해 실제로 원반형 비행체가 많이 쓰이지 않는 이유와 그 장단점에 대한 데이터를 확보했으며 특히 원반형 비행체의 경우 Cockpit 유무와 그 크기에 따라 실속각이 커지는 것을 확인하였다.

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A Study on the Mechanical Properties of Carbon Fiber Reinforced Cement Composite Impregnated in Polymer (폴리머 함침 탄소섬유보강 시멘트 복합체의 역학적 특성에 관한 연구)

  • ;;Lee, Burtrand. I.
    • Magazine of the Korea Concrete Institute
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    • v.4 no.1
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    • pp.107-118
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    • 1992
  • In order to examine the mechanical properties of carbon fiber reinforced cement composites with silica powder PAN - based carbon fiber and Pitch- based carbon fiber, and polymer impregnators experimental studies on CFRC impregnated in polymer were carried out. The effects of types, length, and content~i of carbon fibers and matrices of fresh and hardened CFRC impregnated in polymer were examined. The test results show that compressive, tensile, and flexural strength of CFRC impregnated in polymer were much more iriCreased than those of air cured and autodaved CFIIC CFRC impregnated in polymer was also considerably effective in improving toughness, freeze thaw resistance, loss of shrinkage, and creep resist ance, compared with air cured and autoclaved CFRC.

A Study on Mechanical Analysis of Cable Logging Systems - with an Example of a Standing Skyline - (가선집재시스템 역학구조 해석에 관한 연구 - 고정식 가선집재시스템을 중심으로 -)

  • Chung, Joo Sang
    • Journal of Korean Society of Forest Science
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    • v.82 no.1
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    • pp.34-43
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    • 1993
  • In this paper, the characteristics of cable logging operations are discussed from a standpoint of mechanics. An example of standing skyline operations is used to illustrate the mechanical principles. Using force and moment boundary conditions, the maximum allowable payload was formulated as a function of slope profile, system geometry and operation options. This formulation includes fundamental equations for log drag and single segment mechanics. The catenary link model is the basic assumption in simulating cable segment stretches. In order to demonstrate the solution procedures of the formulation, a computer model was developed. The model uses Secant algorithm to determine the solution of the complex nonlinear equation set. Finally, the computer model was demonstrated using a hypothetical data set.

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Mechanical Characteristic Test of Architectural ETFE Film Membrane (건축용 ETFE 필름 막의 역학적 특성 시험)

  • Park, Kang-Geun;Yoon, Seoung-Hyun;Bae, Boo-Hwan
    • Journal of Korean Association for Spatial Structures
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    • v.9 no.2
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    • pp.77-82
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    • 2009
  • ETFE is the abbreviation of Ethlene Tetra Fluoro Ethlene, a sort of colorless and transparent granules. The advantage of ETFE film has chemical resistance, anti-stick property, very lightly material. The thickness of ETFE film is used to from 50 ${\mu}m$ to 300 ${\mu}m$ and have superior ability of daylight transmission and elongation, while the strength is lower than of fabric membrane. The tensile strength of ETFE film changes from 40Mpa to 60Mpa and the tensile strain at break can get to about 300-400%. The mechanical characteristic test of ETFE film is described in this paper. The tensile strain at break, the tensile strength and the stress-strain curve are obtained from the test. And then it was analyzed stress-strain characteristic by temperature and mechanical characteristic by cycling load.

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音響이 흐름에 미치는 影響

  • Jang, Geuk
    • Journal of the KSME
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    • v.20 no.1
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    • pp.40-51
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    • 1980
  • 근래 음향학(acoustics)이 기계공학과의 일전정과목으로 등장하여 일시 미국에서 과학공학종의 취직난이 있었을 때에도 음향학전공생들은 직장을 얻게되었다. 연이나 음향학과 유체역학의 상 호관념은 그 기초적연구에서나 응용에서는 특수한 항공공학계에서 관심을 둔 분유소음(jet noise) (Blumenthal, Russell과 Streckenabach(1975)과 Banerian(1978) 참조) Sonic boom(Carlson과 Maglieri(1972) 참조) 또 미해군에서 주목한 흐름의 소음 (flow noise) 같은 부분이외에는 별로 큰 진전을 보지못하고 있다. 그러므로 음향하종에게나 유체역학전문가에게는 많은 과제가 남 겨있다. 음향은 유역에 변화를 일으키고 흐름의 특성을 변시키므로 이 문제에 대하여 유체역학 견지로써 알아보고져 한다.

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Laboratorial Study for Mechanical Prosperities of Intermediate Soils (중간토의 역학적 특성에 관한 실험적 연구)

  • 박중배;전몽각
    • Geotechnical Engineering
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    • v.11 no.3
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    • pp.113-122
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    • 1995
  • The purposes of this study are to investigate the mechanical prospeities of the inter mediate soils through consolidation tests and triaxial compression shear tests. The intermediate soils used in this study are artificial soils which are composed of sea clay, sand and it's crushed component. The relationship between plastic index and mechanical prosperties (permeability and compressibility) is investigated through series of consoli dation tests. Strain hardening phenomenon under shearing is explored based on several overconsideration ratios and strain rates in undrained shear tests. To make a comparative study difference of drain condition and strain rate, drain shear tests are performed with overconsolidation ratio.

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