• Title/Summary/Keyword: 접합계수

Search Result 363, Processing Time 0.029 seconds

Determination of Thermal Dtress Intensity Factors for the Interface Crack under Vertical Uniform Heat Flow (수직 균일 열유동하에 있는 접합 경계면 균열의 열응력세기계수 결정)

  • 이강용;설창원
    • Transactions of the Korean Society of Mechanical Engineers
    • /
    • v.15 no.1
    • /
    • pp.201-208
    • /
    • 1991
  • In case that an interface crack exists in an infinite two-dimensional elastic bimaterial, the crack surface is insulated under traction free and the uniform heat flow vertical to the crack from infinite boundary is given. Temperature and stress potentials are obtained by using complex variable approach to solve Hilbert problems. The results are used to obtain thermal stress intensity factors. Only mode I thermal stress intensity factor occurs in case of the homogeneous material. Otherwise, mode I and II thermal stress intensity factor is much smaller than one of mode II.

Estimation of Yield strength and Slip Modulus for Helically Threaded Nail Connection (나선형 철선못 접합부의 항복내력 및 강성 예측)

  • Hwang, Kweonhwan;Shim, Kug-Bo
    • Journal of the Korean Wood Science and Technology
    • /
    • v.37 no.6
    • /
    • pp.524-530
    • /
    • 2009
  • In the post-beam structure, the infilled light-frame construction provides most shear strengths. Shear properties of the light-frame structure can be estimated from the shear properties of nailed connection for the sheathings, and those of nailed connections can be done from nail bending strengths. For the basic study to predict the yield strength and the slip modulus of a nailed sheathing shear wall, those of a nailed joint were examined from nail bending strengths. To estimate shear properties of a nailed connection, referenced bearing strength and bearing constant for the wood members and the experimental nail bending strengths of the helically threaded nail were applied. The yield strength using the diameter at grooves instead of shank diameter was well coincided with the experimental value, but the slip modulus was estimated much smaller. The effective factors, specific gravity for the main member, withdrawal by nail head diameter to the side member, and embedment and moment at the nail head were considered, and further examinations are needed for the precise prediction of the nailed connections.

The Response Modification Factor of Inverted V-type Braced Steel Frames (역V형 가새골조의 반응수정계수)

  • Ahn, Hyung Joon;Jin, Song Mei
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.17 no.1
    • /
    • pp.1-9
    • /
    • 2013
  • In this study of Eccentric Braced Frames have identified the following target eccentricity on the length of the inelastic behavior of the reaction by calculating the correction factor by comparing it to the value suggested by the earthquake provided material for the rational design aims to There are. As a variable-length V-braced frame analysis model stations were set up. Eccentricity faults in the model according to the length stiffness ratio, the maximum amount of energy dissipation were analyzed base shear and multi-layered model of the reaction from the eccentricity correction factor calculated on the length of the building standards proposed by KBC 2009 in response eccentricity correction factor calculated from The length varies. does not have the same response modification factor was confirmed.

Al7075/CFRP 하이브리드 복합재료의 기계적강도 평가

  • 유재환;윤한기;이경봉
    • Proceedings of the Korean Institute of Industrial Safety Conference
    • /
    • 1997.11a
    • /
    • pp.25-30
    • /
    • 1997
  • 각각의 구조용 재료가 가지는 특성을 상호 보완하기 위하여 이종재료를 접합하여 응용할 수 있는 새로운 개념의 재료가 하이브리드 복합재료이다. 이종재료가 접한된 하이브리드 복합재료의 기계적 특성은 하이브리드 복합재료가 가지고있는 접합구조에 크게 의존되어 이에 따른 실험의 결과는 매우 다양하게 보고되고 있으며, 접합구조를 가지는 재료에 대한 연구의 관심은 탄성계수가 상이한 재료의 접합 면에 대한 계면에서의 이론적 해석분야에 있다. (중략)

  • PDF

Tensile Behavior of Stud Bolt Connections (스터드 볼트 접합부의 인장 거동에 관한 연구)

  • 이태석;김승훈;서수연;이리형;홍원기
    • Journal of the Korea Concrete Institute
    • /
    • v.13 no.4
    • /
    • pp.321-328
    • /
    • 2001
  • This paper presents the tensile behavior of stud connections installed between reinforced concrete and steel members. Eight specimens are tested to verify the factors influencing the tensile behavior of the connection. Major variables considered in the test are the reinforcement ratios of concrete member and connection details. Test results indicate that the reinforcing bars near stud bolts contribute to the increase of the tensile strength of the member as well as to the reduction of brittle failure. It is shown that C-type or U-type connection has relatively high ductility. From the evaluation on the tensile strength of test results including those of peformed by previous researchers, it was shown CCD (Concrete Capacity Design) method overestimated the strength. In this paper, the reduction factor of 0.75 ø instead of ø is suggested for design purpose of the stud connection.

Analysis on the Change of Haed Loss Coefficients at Four-Way Square Combining Manhole (4방향 사각형 합류맨홀에서의 손실계수 변화분석)

  • Jo, Jun Beom;Yoon, Sei Eui
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2017.05a
    • /
    • pp.176-176
    • /
    • 2017
  • 배수시설 내 맨홀에서의 과부하 흐름은 관거시설의 배수 능력을 저하시켜 우수의 역류로 인한 도시 침수피해의 가중 요인이 된다. 특히, 도시 유역 중 하류부의 저지대에서 주로 설치되는 합류 맨홀은 저지대 침수에 많은 영향을 미치므로 합류맨홀에서의 흐름특성 분석 및 유입유량 변화에 따른 손실계수의 변화에 관한 연구가 필요한 실정이다. 현재까지 중간맨홀, $90^{\circ}$ 접합맨홀 및 3방향(T형) 합류맨홀 등에 관한 연구는 지속적으로 수행되고 있으나 4방향 합류맨홀에 관한 연구는 기초적인 연구만 수행되고 있다. 4방향 합류맨홀은 세 개의 유입관과 한 개의 유출관으로 구성되어 있으므로 각 유입관의 유입유량 변화에 따라서 맨홀에서의 손실계수가 다양하게 변화된다. 이와 같은 유입유량 변화에 따른 맨홀 내 흐름특성 분석 및 손실계수 산정에 관한 연구는 국내에서는 전무한 실정이다. 그러므로 유입유량 변화에 따른 4방향 합류맨홀에서의 손실계수 변화특성의 분석이 필요하다. 본 연구에서는 4방향 사각형 합류맨홀에서 세방향에서 유입되는 각 유입유량의 유입비($Q_{in}/Q_{out}$)가 0.0~1.0으로 변화하는 조건에서 평균 손실계수를 산정하기 위하여 하수도시설기준(환경부, 2011)의 표준 1호 맨홀 및 연결관경을 1/5로 축소하여 수리실험 장치를 제작하였다. 유출유량은 $3{\ell}/sec$이고 각 유입관(주유입관 및 좌 우측면유입관)의 유입유량을 $0{\sim}3{\ell}/sec$까지 유입유량의 비율을 각각 10%씩 변화시키면서 수리실험을 실시하였다. 실험결과 주관거의 유입유량이 줄어들고 측면관거의 유입유량이 늘어나면서 손실계수가 상승하는 것으로 나타났으며, 한쪽 측면 관거에서만 유입유량이 들어오는 $90^{\circ}$ 접합맨홀의 형태에서 손실계수가 가장 크게 나타났으며, 유입유량 변화에 따른 4방향 합류맨홀에서의 손실계수의 범위는 0.5~1.7으로 산정되었다. 이는 과부하 4방향 사각형 합류맨홀에서는 측면 유입관에서의 유입유량의 증가에 따라 평균 손실계수 값이 크게 증가되는 것으로 판단된다. 이는 김정수(2010) 등이 산정한 $90^{\circ}$ 접합맨홀의 손실계수 및 중간맨홀의 손실계수와 유사하게 나타났으므로 전체적인 손실계수의 범위는 타당하다고 판단된다. 또한, Wang(1988) 등의 유사연구와의 유입유량 변화에 따른 손실계수의 변화 경향도 유사하였다. 따라서 본 연구에서 산정된 유입유량 변화 조건이 고려된 4방향 합류맨홀에서의 손실계수는 XP-SWMM 등의 부정류 흐름이 고려된 도시지역의 침수해석이나 관거 배수능력 평가에 활용이 가능할 것으로 판단된다.

  • PDF

A Study on the Response Modification Factor for a 5-Story Reinforced Concrete IMRF (5층 철근콘크리트 중간모멘트골조의 반응수정계수에 관한 연구)

  • Kang, Suk-Bong;Lim, Byeong-Jin
    • Journal of the Earthquake Engineering Society of Korea
    • /
    • v.16 no.5
    • /
    • pp.13-21
    • /
    • 2012
  • In this study, the response modification factor for a RC IMRF is evaluated via pushover analysis, where 5-story structures were designed in accordance with KBC2009. The bending moment-curvature relationship for beams and columns was identified with a fiber model, and the bending moment-rotation relationship for beam-column joints was calculated using a simple and unified joint shear behavior model and the moment equilibrium relationship for the joint. The results of the pushover analysis showed that the strength of the structure was overestimated with negligence of the inelastic shear behavior of the beam-column joint, and that the average response modification factor for category C was 7.78 and the factor for category D was 3.64.

Study on the Profile of Nut Bearing Surface and the Torque Coefficient of a High Strength Bolt Set (고장력 볼트세트의 자리면형상과 토크계수에 관한 연구)

  • Lee, Baek Joon;Sohn, Seung Yo
    • Journal of Korean Society of Steel Construction
    • /
    • v.12 no.2 s.45
    • /
    • pp.143-150
    • /
    • 2000
  • Depending upon the combination of tolerances specified in the standards on bolt, nut and washer for high tension bolt sets, there arises center-to-center deviation between bolt and washer. This deviation nay cause loss of effective contact area between nut- and washer-faces, which leads to some dispersion of the torque coefficient K. By adapting circular arc surface instead of flat surface for the nut, it is shown through numerical analyses that the dispersion of the torque coefficient can be minimized. In this way, optimum radius of curvature of the nut bearing surface is proposed.

  • PDF

Development of the Ag/Cu Ingots for Mokumegane Jewelry (모꾸메가네 장신구를 위한 은/동 접합 잉곳 소재 개발)

  • Song, Oh-Sung;Kim, Jong-Ryul;Kim, Myung-Ro
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.9 no.1
    • /
    • pp.9-15
    • /
    • 2008
  • Mokumegane is one of the sophisticated metal craft techniques enabling wood grain surface effect. To embody the mokumegane, an ingot of well-bonded stacked metal plates has been required. Traditionally prepared mokumegane ingots were bonded using charcoal which enables reduction atmosphere, but sometimes end up with collapse of bonding interface due to the lack of reliable process control. We proposed a systematic vacuum direct bonding process for ingots. First, we confirmed copper//copper homogeneous plate bonding at $900^{\circ}C$ by applying uniaxial press of 2.5kg. We observed 80min required to obtain 90%-bonding ratio and the diffusion coefficient would be enhanced up to 100 times due to surface effect. Second, by considering enhanced diffusion behavior, we also obtained optimum bonding condition in copper/silver heterogeneous plates that ensures 90%-bonding ratio at $700^{\circ}C$ for 10min with apply uniaxial press. A 7-layered copper/silver ingot is prepared successfully, and eventually the prototype mokumegane cases for mobile phone were fabricated with these ingot.