• Structural Engineering and Mechanics
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• 제73권2호
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• pp.167-179
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• 2020

This study provides a simplified method for the evaluation of shear lag stress in rectangular box T-joints. The occurrence of shear lag phenomenon in the box T-joint generates stress concentration localized at both web-flange junctions of the beam, which leads to cracking or failure in the weld region of the joint. To prevent such critical circumstance, peak stress at the weld region is required to be checked during a preliminary design stage. In this paper, the shear lag stresses in the T-joints were evaluated using least-work solution in which the longitudinal displacements of the beam flange and web were presumed. The evaluation process considered particularly the effect of column flange flexibility, which was represented by an axial spring model, on the shear lag stress distribution. A simplified method for stress evaluation was provided to avoid solving complex mathematical problems using a stress modification factor β_s from a parametric study. The results showed that the proposed method was valid for predicting the shear lag stress in the box T-joints manually, as well compared with finite element results. The results are further summarized, discussed, and clarified that more flexible column flange caused higher stress concentration.

• 한국컴퓨터정보학회논문지
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• 제6권2호
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• pp.90-96
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• 2001

네트워크의 발전은 통신망의 발전과 더불어 심각한 사회문제를 발생시킨다. 즉, 보안에 관련된 문제는 네트워크를 사용할 경우 해킹과 크래킹에 대하여 더욱 주의해야 한다는 것이다. 본 논문에서는 키분배 및 키길이에 관한 결정론적 문제점에 무관하게 암호화를 수행할 수 있는 다중 비선형 S-box 함수(Multiple nonlinear S-box function)를 사용하는 블록 암호시스템을 제안하고 하드웨어를 설계하였다. 제안된 다중 비선형 S-box는 암호화에사용되어지는 키 데이터에 대하여 비선형 함수를 다중으로 사용하여 비도를 증가시켰으며DC 및 LC에 의한 암호해석을 방지하기 위하여 MDP, MLP를 최대로 할 수 있도록 하였다. 본 논문에서 제안한 다중 비선형 S-box 함수는 Synopsys Ver. 1999.10과 VHDL을 사용하여 회로합성 및 모의실험을 수행하였다.

• 대한기계학회논문집
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• 제15권6호
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• pp.1982-1989
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• 1991

본 연구에서는 AISI 강은 대부분 열처리후에 사용되는 고강도강으로 용접시 발생하는 높은 잔류응력 분포를 제거 또는 감소시키기 위해서 여러가지 방법이 사용된 다. 잔류응력 제거는 용접후 풀림처리를 하면 잔류응역이 제거된다. 그러나 풀림 처리 하기전에 용접부에 높은 잔류응력 제거는 용접후 풀림처리를 하면 잔류응력이 제 거된다. 그러나 풀림처리 하기전에 용접부에 높은 잔류응력에 의해 균열이 생성될 수 있으므로 용접시 높은 잔류응력이 생성되지 않도록 예열 및 후열처리를 필요로한 다. 그러므로 본 연구에서는 예열 및 후열이 잔류응력 분포에 어떠한 영향을 주는가 를 실험적인 방법에 의해 연구하였다.

• International Journal of Automotive Technology
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• 제6권6호
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• pp.657-663
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• 2005

Recently, weight reduction of vehicles has been of great interest, and consequently the use of composite materials in the automotive industry is increasing every year. Composite sandwich panels which consist of two skins and core materials are replacing steels in automotive floor and door. The substitution of one material for another is accompanied by change of joining method, so that adhesive bonding has been popularly used for joining method of composite materials. In the case of adhesive bonding of composite materials, there could be loss in the joint strength by delamination of two faceplates or cracking on faceplate. Thus, it is necessary to prevent loss in the joint strength by designing the joint geometry. In the present paper, adhesive bonding of aluminum sandwich sheet was tried. For understanding joint behavior, studies on stresses in the single lap joint were reviewed and failure modes of composite material were analyzed. Strength tests on the single lap joint consisting of aluminum sandwich sheet and steel were performed and variation of the joint strength with the joint configuration was shown. Based on these results, design guide of adhesive bonding in aluminum sandwich sheet was suggested.

• 박물관보존과학
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• 제10권
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• pp.21-27
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• 2009

죽제조문필통은 직경 80mm정도의 통대 2개를 맞붙이고, 바닥에는"∞"모양의 가중나무 판재를 붙였다. 그리고 외부면에는 용과 구름, 사슴과 소나무 문양이 음·양각 기법으로 각각 정교하고 힘차게 조각되었다. 이 죽제조문필통은 일부가 파손, 결실 그리고 분해된 상태였지만 이번 보존수리를 통해 그 원형을 되찾게 되었다. 결실부에는 토분·호분·아교를 혼합하여 복원재료로 이용하였고, 원형을 되찾은 후 접합부분 안쪽에 얇은 비단 천을 부착하여 터짐을 방지하였다. 또한 복원된 표면은 옻칠을 이용해 고색처리를한것등 전통적인 재료와 수리기법을 응용한 가역적인 처리에 중점을 두었다.

• 한국압력기기공학회 논문집
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• 제14권1호
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• pp.58-65
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• 2018

The purpose of this study is to develop a Half Nozzle Repair(HNR) process to prevent the leakage from welds on small bore piping in Reactor Coolant System. The Codes & Standards of tempered bead and design requirements of J-Groove welds are reviewed. Automatic machine GTAW welding and machining equipments are developed to perform HNR process. Single pass welding and overlay welding equipments are conducted in order to obtain the optimal temper bead welding process parameters with Alloy 52M filler wire. Coarse grain heat affected zone(CGHAZ) is formed by rapid cooling rate in heat affected zone after welding. Accordingly, a proper temper bead technique is required to reduce CGHAZ in 1-Layer of welds by 2- and 3-Layers. Mock-up tests show that the developed HNR process is possible to meet ASME Code & Standard requirements without any defect.

• 한국초전도학회:학술대회논문집
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• 한국초전도학회 1999년도 High Temperature Superconductivity Vol.IX
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• pp.352-357
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• 1999

The Cu sheets were selected for the substrate of the superconductor films. Pure Cu sheets with the thickness of 50${\mu}$m were fabricated using hot and cold rolling. The Cu sheets were heat treated to induce the biaxial texturing. The z-axis and x-y plane texturing of Cu sheets heat treated at different conditions were analyzed using XRD and a best heat treatment condition for the texturing was selected. ZrO$_2$ film was dip coated on Cu sheets heat treated at the best condition to prevent possible reaction between Cu sheets and YBCO superconductors, to reduce possible cracking due to thermal expansion mismatch and to decrease the lattice mismatch for biaxial texturing. The texturing of the oxide buffer layers were also studied.

• 콘크리트학회논문집
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• 제12권1호
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• pp.13-22
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• 2000

This paper describes the results obtained from 11 direct tension tests to explore the influence of concrete strength on tension stiffening behavior in reinforced concrete axial members. Three different concrete compressive strengths, 250, 650, and 900kgf/$\textrm{cm}^2$, were included as a main variable, while the ratio of cover thickness-to-rebar diameter was kept constant to be 2.62 to prevent from splitting cracking. As the results, it was appeared that, as higher concrete strength was used, less tension stiffening effect was resulted, and the residual deformation upon unloading was larger. In addition, the spacing between adjacent transverse cracks became smaller with higher concrete strength. The major cause for those results may be attributed to the fact that nonuniform bond stress concentration at both loaded ends and crack sections becomes severer as higher concrete is used, thereby local bond failure becomes more susceptible. From these findings, it would be said the increase in flexural stiffness resulting from using high-strength concrete will be much smaller than that predicted by the conventional knowledge. Finally, a factor accunting for concrete strength was introduced to take account for the effect of HSC on tension stiffening. This proposed equation predicts well the tension stiffening for the effect of HSC on tension stiffening. This proposed equation predicts well the tension stiffening behavior of these tests.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.205-208
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• 2008

강재매입형 합성교각은 강재의 구속효과에 의하여 심부콘크리트의 내력상승을 유발하고, 또한 심부 콘크리트로 인한 강재의 좌굴 보강효과로 단면과 자중을 증가시키지 않고도 부재의 내력이 증가하게 만들 수 있어 내진 설계시 필요한 여러 조건들을 충족시키는 구조물이라 할 수 있다. 조립식 강재매입형 합성교각에서는 일체형으로 하는 경우에는 프리스트레스를 도입하지 않아도 되지만 세그먼트를 나눌 경우에는 이음부 균열제어를 위해 일정 수준의 프리스트레스를 도입해야 한다. 도입되는 프리스트레스에 의해 합성단면에 발생하는 초기 응력과 변형은 콘크리트의 장기거동에 의해서 변화하게 되고 설계시 이를 검토해야 한다. 이 논문에서는 세그먼트로 나누어진 프리캐스트 합성교각에 프리스트레스를 도입한 후 강연선에 부착된 로드셀과 철근, 콘크리트, 강관의 변형률 변화를 통해 프리스트레스 손실량을 검토하여 분석하였다.

• Journal of Advanced Marine Engineering and Technology
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• 제31권1호
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• pp.51-57
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• 2007

In process of reinforced concrete (RC) box structure. the heat of hydration may cause serious thermal cracking. In order to eliminate hydration heat of mass concrete. this paper reports results of hydration heat control in mass concrete structure using the pulsating heat pipe. There were three RC box molds($1.2{\times}l.8{\times}2.4m^3$) which shows a difference as compared with each other. One was not equipped with pulsating heat pipe. The others were equipped with pulsating heat pipe. All of them were cooled with natural air convection. The pulsating heat pipe was composed of serpentine type copper pipe with 10 turns (outer diameter: 4mm. inner diameter: 2.8mm). The working fluid was R-22 and its charging ratio was 40% by volume. The conditions such as the number of turns. the length and the pitch of the pulsating heat pipe and the size of concrete structure were changed. Based on these experiments, it was confirmed that this construction method using pulsating heat pipe was effective to remove hydration heat of mass concrete structure and thus it was possible to prevent harmful thermal crack and construction Period and costs of concrete structure would be cut down.