• Steel and Composite Structures
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• 제18권4호
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• pp.985-1000
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• 2015

The method of cross-section analysis for different sections in a structural frame has been widely investigated since the 1960s for determination of sectional capacities of beam-columns. Many hand-calculated equations and design graphs were proposed for the specific shape and type of sections in pre-computer age decades ago. In design of many practical sections, these equations may be uneconomical and inapplicable for sections with irregular shapes, leading to the high construction cost or inadequate safety. This paper not only proposes a versatile numerical procedure for sectional analysis of beam-columns, but also suggests a method to account for residual stress and geometric imperfections separately and the approach is applied to design of high strength steels requiring axial force-moment interaction for advanced analysis or direct analysis. A cross-section analysis technique that provides interaction curves of arbitrary welded sections with consideration of the effects of residual stress by meshing the entire section into small triangular fibers is formulated. In this study, two doubly symmetric sections (box-section and H-section) fabricated by high-strength steel is utilized to validate the accuracy and efficiency of the proposed method against a hand-calculation procedure. The effects of residual stress are mostly not considered explicitly in previous works and they are considered in an explicit manner in this paper which further discusses the basis of the yield surface theory for design of structures made of high strength steels.

• 한국지반공학회지:지반
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• 제12권4호
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• pp.61-74
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• 1996

미소지반 진동에 의해 사질토에서 유발되는 지반 침하는 많은 영향요소들의 복합작용에 의해 일어난다. 본 연구에서는 이들 영향요소들에 대하여 알아보고, 다변수 실험계획법을 이용하여 사질토에서 진동침하 예측모델을 개발하였다. 예측모델에 사용된 변수로는 진동의 크기, 축차응력, 구속응력, 입자분포, 진동지속시간, 함수비, 상대밀도 등이다. 여러 변수들을 실험적으로 고려하기 위하여 특수제작된 진동 프레임을 이용하여 삼축셀안의 공시체에 진동을 가하였다. 다변수 실험 계획법을 이용하여 비교적 작은 실험 양으로 많은 변수들이 진동침하에 미치는 영향을 연구하였다. 진동침하에 영향을 미치는 중요 요소는 진동의 크기, 구속응력, 축차응력 등이 있다. 진동의 크기가 2.5~18mm/sec의 범위에 있는 미소지반 진동에 의해서도 상당한 침하가 유발되었고 현장응력의 이방성이 진동침하에 많은 영향을 주었다.

• Journal of Plant Biotechnology
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• 제30권2호
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• pp.135-141
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• 2003

Peroxiredoxin(Pix) are large family of peroxidases that reduce alkyl hydroperoxides and hydrogen peroxide. A cDNA clone (referred to as swPrxl) encoding Pix was from a sweetpotato cDNA library constructed from suspension-sultured cells, and its expression was investigated in terms of stress. The swPrxl contained an open reading frame (ORF) encoding mature protein of 193 amino acids with calculated molecular mass of 20.8kDa. The predicted amino acid sequence of swPrxl has two conserved cysteines that are essential resicues for the reduction of peroxides. It showed high amino acid sequence homology ot PixIIF of Arabidopsis (77%) and putative Prx of rice(72%). RNA gel-blot analysis showed that swPrxl gene was expressed dominantly in leave among intact tissues, and also highly detect in suspension-cultured cells. Interestingly, the level of swPrxl transcripts was almost the same regardless of the growth stage in suspension culture. Furthermore, the transcription level of swPrxl gene was not significantly changed in response to various stress treatments such as wounding, extreme temperature and stress-related chemicals RT-PCR analyses.

• 한국구조물진단유지관리공학회 논문집
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• 제14권2호
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• pp.176-183
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• 2010

강바닥판 박스거더에서 바닥틀은 강바닥판, 종방향 리브 및 횡방향 리브로 구성된다. 본 연구 대상 교량은 약 40년 동안 공용되어온 교량으로 바닥틀을 구성하는 U리브의 연결부에서 피로균열이 발생하여 다이어프램 사이에 U리브를 지지하기 위한 횡방향 리브 플레이트와 종방향 프레임을 설치하여 보강하였으나 추가적인 균열이 발생하였다. 균열이 발생된 U리브에는 볼트 연결 강판접착에 의한 보강이 수행되었으나 일부 보강된 리브에서 균열 및 응력집중이 발생되어 보강방법을 맞대기용접에 의한 보강방법으로 변경하였다. 본 연구에서는 U리브의 응력 변화를 파악하기 위해 프레임 보강 전후 구조해석을 수행하였고, 상시교통하중에 의한 응력변화를 파악하기 위해 변동응력을 측정하여 보강방법에 따른 영향을 분석하였다.

• Molecules and Cells
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• 제23권3호
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• pp.280-286
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• 2007

L-asparaginase (EC 3.5.1.1) catalyzes the hydrolysis of the amide group of L-asparagine, releasing aspartate and $NH_4{^+}$. We isolated a low temperature-inducible cDNA sequence encoding L-asparaginase from soybean leaves. The full-length L-asparaginase cDNA, designated GmASP1, contains an open reading frame of 1,258 bp coding for a protein of 326 amino acids. Genomic DNA blotting and fluorescence in situ hybridization showed that the soybean genome has two copies of GmASP1. GmASP1 mRNA was induced by low temperature, ABA and NaCl, but not by heat shock or drought stress. E. coli cells expressing recombinant GmASP1 had 3-fold increased L-asparaginase activity. A possible function of L-asparaginase in the early response to low temperature stress is discussed.

• 한국지반공학회논문집
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• 제30권4호
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• pp.5-19
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• 2014

본 논문에서는 천층블록/심층말뚝 혼합식 시멘트혼합처리 공법을 구조체적 관점에서 해석하였고, 각 방법별 특징 및 관련 거동을 분석하였다. 연속보 해석법의 경우 침하량을 매우 작게 예측하였고, 천층블록의 전단력과 휨응력은 다소 크게 예측하였다. Frame 해석법의 경우 천층블록의 부재력과 장주의 부재력은 수치해석법과 가장 근접한 거동을 예측하였지만, 장주의 침하는 작게 예측하여, 장주 반력을 이용한 별도 침하계산을 실시해야하는 것으로 나타났다. 지반아칭법과 말뚝지지전면기초해석법의 경우 장주의 하중분담율이 타방법에 비해 매우 커서 장주의 축력이 과대 예측되었다. 천층블록/심층말뚝 혼합식 시멘트혼합처리공법을 적용하면, 천층블록의 침하 및 지반반력은 중앙에서 가장 크고, 외곽에서 가장 작았다. 또한, 개량체와 지반간의 상호작용을 고려할 수 있는 해석법에서 장주 개량체가 분담하는 하중은 약 20~45% 범위를 보였고, 응력분담비는 일반적인 말뚝식 DCM 공법보다 작은 약 2.0~5.0정도의 범위를 나타내었다. 장주 두부 경계조건에 따라 최대 부재력에서는 유사하지만, 두부 구속조건에서는 장주의 위치에 따라 축력 및 연직변위는 서로 다르게 나타났다.

• 한국자동차공학회논문집
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• 제13권3호
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• pp.117-122
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• 2005

Titanium alloy has widely been used as material for glasses frame parts because it has high specific strength. It is also light and harmless to human body. However, we have little design data about the mechanical properties such as the creep behaviors of the alloy. Therefore, in this study, creep tests under four constant stress conditions have been conducted with four different temperature conditions. A series of creep tests had been performed to get the basic design data and life prediction of titanium products and we have gotten the following results. First, the stress exponents decrease as the test temperatures increased. Secondly, the creep activation energy gradually decrease as the stresses became bigger. Thirdly, the constant of Larson-Miller parameter on this alloy was estimated as about 2.5. Finally, the fractographs at the creep rupture showed the ductile fracture due to the intergranullar rupture and some dimples.

• Smart Structures and Systems
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• 제21권6호
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• pp.715-725
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• 2018

Truss-Z (TZ) is an Extremely Modular System (EMS). Such systems allow for creation of structurally sound free-form structures, are comprised of as few types of modules as possible, and are not constrained by a regular tessellation of space. Their objective is to create spatial structures in given environments connecting given terminals without self-intersections and obstacle-intersections. TZ is a skeletal modular system for creating free-form pedestrian ramps and ramp networks. The previous research on TZ focused on global discrete geometric optimization of the spatial configuration of modules. This paper reports on the first attempts at structural optimization of the module for a single-branch TZ. The internal topology and the sizing of module beams are subject to optimization. An important challenge is that the module is to be universal: it must be designed for the worst case scenario, as defined by the module position within a TZ branch and the geometric configuration of the branch itself. There are four variations of each module, and the number of unique TZ configurations grows exponentially with the branch length. The aim is to obtain minimum-mass modules with the von Mises equivalent stress constrained under certain design load. The resulting modules are further evaluated also in terms of the typical structural criterion of compliance.

• 한국해양공학회지
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• 제6권2호
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• pp.76-84
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• 1992

In this study, corrosion fatigue test of SAPH45 steel was performed by the use of plane behavior of base metal (BM) and heat affected zone (HAZ) of SAPH45. The main results obtained are as follows: 1) The more aspect ratio (b/t) of corner crack decreases, the more aspect ratio (b/a) takes greatly effect by corrosion. 2) The correlation between the stress intensity factor range ($\Delta$k) and crack growth rate (da/dN) for weldment in seawater is given by Paris rule as follow: da/dN=C($\Delta$K) super(m). Where m is constant, and the value is 3.82-3.84. 3) The accelerative factor ($\alpha$) of BM and HAZ under seawater is about 1.1-1.9, and ($\alpha$) of HAZ increases more and more under the low $\Delta$K region. 4) HAZ is more susceptible to corrowion than BM because of potential of electrode (E sub(c)) of HAZ becomes more less noble potential than that of BM.

• 항공우주기술
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• 제8권1호
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• pp.117-131
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• 2009

KSLV-1 1단 후방동체 상부 조합체 상세설계를 수행하였다. 동체 사이징 프로그램으로 기본적인 형상을 결정했다. 체결류 기본설계를 통하여 스킨-프레임, 스트링거-프레임의 체결류 선정하였다. 유한요소 프로그램을 통한 프레임 구조해석 및 인터페이스 확인을 통하여 프레임을 설계하였다. 또한 유한요소 프로그램으로 컷 아웃을 고려한 부분을 해석을 수행하여 구조 안전성을 확인하였다. 전단체결류 설계를 위하여 최대 전단하중에 대한 최대전단응력을 유한요소 방법으로 구하였다. 이러한 동체해석 사이징과 유한요소 및 체결류 선정 프로그램을 사용하여 후방동체 상부조합체의 상세설계를 수행하였다.