• 소음진동
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• 제5권4호
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• pp.537-542
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• 1995

In this paper the method of modeling and optimization for the joint of the vehicle structure is proposed. First it is described that the method of substituting equivalent beam elements to spring elements for the joint. The stiffnesses of the spring elementsare calculated using the section properties of equivalent beam elements. To get required dynamic characteristics section properties of equivalent beam element are set to design variables and optimized. The study shows that joint stiffnesses can be effectively determined in designing vehicle structure.

• 한국항공운항학회지
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• 제19권4호
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• pp.12-17
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• 2011

This paper gives a review of finite element model for the analysis of fastening as practical points of view. Different mechanical properties of plate-fastener systems are analyzed. Calculations of the system properties are described as well as the technique of their application in model. Analysis has been performed for calculating the load distribution in multi-joint and the results are compared using the several models. The effects of fastener-hole clearance on the load distribution in multifastener joints are presented. And the stress analysis method have been reviewed for failure analysis of mechanical joint of composite laminate.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회A
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• pp.1570-1574
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• 2008

Various mechanical test were conducted on conventional and crosslinked ultra-high molecular weight polyethylene(UHMWPE) all prepared from the same lot of medical grade GUR 1050 for artificial joint. The conventional materials were not irradiated and treated by heating. The cosslinked materials were irradiated with $25kGy{\sim}200kGy$ by gamma-ray andthen annealed or remelted. Gamma-ray irradiation and heat treatment process were found to significantly impact the crystallinity, and hence the mechanical behavior, of the highly crosslinked UHMWPE. The radiation dose and heating conditions were key predictors of the uniaxial yielding, plastic flow, and failure properties of conventional and highly crosslinked UHMWPE. The correlation model from experiments would be the basic information to enhance the were resistance of artificial joint liner.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 추계학술대회
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• pp.1747-1751
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• 2003

The paper shows properties such as vickers hardness, yielding and ultimate stresses for the weld zone of the butt and the lap jointed specimens, and compare maximum loads, stress-strain curves, deformation appearance after guided bending test and fracture appearance for butt and lap jointed specimens. The research in this experiment also shows the weldability of the butt joint specimen is better than that of the lap joint specimen using FSW with $2mm^{t}$ aluminum alloy sheet in milling machine.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2005년도 춘계학술발표대회 개요집
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• pp.223-225
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• 2005

In order to demonstrate the friction stir weldability of the Al 6061 T-6 unequal thickness joint and determine optimum welding parameters, the relations between welding parameters and properties of the joints have been studied in this paper. The experimental results showed that the tensile properties of the joints are affected by the welding heat inputs and tool shape. In this study, the maximum ultimate strength of the as-welded joint is equivalent to 78% and 18hour aged joint is equivalent to 93% that of the base metal. Though the voids-free joints are fractured at the thermally affected zone on the advancing side, the fracture occurs at the weld center when the void defects exist in the joints.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
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• pp.3-4
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• 2011

The purpose of this study is to suggest basic data for development optimal disassembly manufacturing system during analysis pore structure and heating properties of cementitious joint using conductive resister by induction heating. From the results, we knew cementitious joint is weak easily by heating of conductive resister, such as wire mesh, punching metal, and steel fiber, from induction heating.

• 지질공학
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• 제12권2호
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• pp.167-178
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• 2002

서울시 북동부의 서울화강암에 대한 불연속면의 특성을 수락산과 불암산 지역으로 구분하여 비교, 분석하였다. 본 연구에서는 암석의 공학적 특성 중 터널과 도로 건설시 중요하게 취급하여 측정된 요소는 다음과 같다: 1) 절리의 방향성, 2) 절리간격, 3) 절리밀도, 4) 암석의 일축압축강도. 이 중 절리의 방향성, 절리간격과 절리밀도는 선조사법, 원형조사법, 그리고 면적조사법을 이용하여 야외에서 직접 측정될 수 있는 요소이나, 암석의 일축압축강도의 측정에는 원래 암석의 시추코아 표본이 필요하지만 이번 연구에서는 간단히 응용할 수 있는 대비공식을 이용하여 계산하였다. 측정된 대표적인 절리의 방향성은 두 지역에서 모두 3조의 방향성이 나타났다. 즉 2조의 수직정방절리와 저각으로 경사하는 1조의 판상절리이었으며, 서로 매우 유사한 방향성을 갖는다. 측정된 절리밀도는 0.039-0.066/cm 이었으며, 면적조사법으로 측정된 평균절리길이는 1.30-4.52m, 평균절리간격은 10.3cm에서 최대 59,6cm로 측정된 조사선의 방향에 따라 변화가 심하다. 또한 슈미트해머 타격값에 근거한 절리면의 일축압축강도는 217 MPa에서 335 MPa로 강한 암체로 판명되었다.

• 한국초전도저온공학회:학술대회논문집
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• 한국초전도저온공학회 1999년도 제1회 학술대회논문집(KIASC 1st conference 99)
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• pp.89-92
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• 1999

A small scale joint sample of Nb3Sn CICC was fabricated by sub-cable to sub-cable joining. This joint was produced by parallel insertion of one end of each sub-cable into the sub-cable space of the other side of cable, which can decrease the equivalent electrical resistance at the joint is expected to have average properties, dc resistance and ac losses, in view of the shapes of ITER type joint and strand to strand joint. The 3.8nOhm of dc resistance was measured in the range of 10-200A transport current. The normalized resistivity of the joint was about 6.7 $\mu}$Ohm-$^mm{2}$. Considering the normalized resistivity, the full scale joint prepared by sub-cable to sub-cable joining may have similar joint dc resistance with other conventional full scale joints with a shorter joining length.

• 한국강구조학회 논문집
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• 제9권1호통권30호
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• pp.107-120
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• 1997

The purpose of this study is to develop composite structural system which is to have versatility in plan design and to improve economical efficieney, to maximise structural capacity than existing structural system. In this viewpoint, it was investigated to the properties of structural behaviors for i oint consisting of concrete filled steel square tube column and P.C reinforced concrete beam through a series of hysteretic behavior experiment. In the previous report, researched to the properties of joints with key parameters. such as Axial Force ratio and section types. From the based on previous results, this study investigated the properties of this joints with key parameters, such as strength of concrete, size of panel zone and Axial Force ratio. The obtained results are summarised as follows. (1) Investigating for the failure mode of the beam-to-column joint, the specimens of S,LL and LH series(except for L5H) presented flexural failure mode. (2) The initial stiffness of joint was increasd as the decrease of axial force ratio and increase of the concrete strength. (3) The rotation resisting capacity was effective as the increment of the concrete strength and decrement of the axial force ratio. (4) The emprical formula to predict the ultimate capacity of joint model to introduce decrease coefficient according to the axial force ratio to superimpose shearing strength of steel web(H section) and bending strength of reinforced concrete beam was expected.

• 터널과지하공간
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• 제12권3호
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• pp.220-228
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• 2002

절리암반에서의 열유동을 수치해석적으로 분석하였다. 1차원 모델 해석을 통하여 한 조의 절리군이 열전도에 미치는 영향을 비교 분석하고, 이론해와 비교하였다. 절리 내에 물이 전혀 없는 경우, 절리는 열 차단제의 역할을 하며 정상상태에서도 온도의 불연속이 관찰되었다. 따라서 암반 내 존재하는 절리가 완전 건조상태인 경우에는 개별적인 절리의 열차단 효과를 일일이 고려하여야 정확한 결과를 얻을 수 있다 그러나 절리 내에 물이 부분적으로 혹은 완전히 포화된 경우에는 열차단 효과가 현저히 줄어들어 온도 분포에 미치는 영향이 현저히 감소하였다. 따라서 절리 암반을 통한 열전도는 암반을 무결암의 열적 성질과 불연속면의 열적 성질을 포함한 열적 이방성 연속체로 가정함으로써 가능하다 할 수 있다. 절리의 포화 정도가 증가할수록 절리가 열유동에 미치는 영향이 감소하므로 암반의 열전달 특성은 등방에 가까워지며, 따라서 복잡한 모델을 이용한 해석보다는 현지 암반의 열물성을 정확히 측정하는 것이 더욱 중요함을 알 수 있었다.