• International Journal of Aeronautical and Space Sciences
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• 제18권2호
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• pp.206-214
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• 2017

In this study, measurement of thermophysical properties of materials at high temperatures was performed. This experiment employed a heater device to heat the material to a high temperature. The images of the specimen surface due to thermal load at various temperatures were recorded using charge-coupled device (CCD) cameras. Afterwards, the full-field thermal deformation of the specimen was determined using the digital image correlation (DIC) method. The capability and accuracy of the proposed technique are verified by two experiments: (1) thermal deformation and strain measurement of a stainless steel specimen that was heated to $590^{\circ}C$ and (2) thermal expansion and thermal contraction measurements of specimen in the process of heating and cooling. This research focused on two goals: first, obtaining the temperature dependence of the coefficient of thermal expansion, which can be used as data input for finite element simulation; and second, investigating the capability of the DIC method in measuring full-field thermal deformation and strain. The results of the measured coefficient of thermal expansion were close to the values available in the handbook. The measurement results were in good agreement with finite element method simulation results. The results reveal that DIC is an effective and accurate technique for measuring full-field high-temperature thermal strain in engineering fields such as aerospace engineering.

• Steel and Composite Structures
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• 제23권3호
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• pp.273-283
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• 2017

In this paper, it is aimed to present a detail investigation related to structural behavior of laterally unrestrained steel cantilever roof of tribune with slender cross section. The structure is located in Tutak town in $A{\breve{g}}r{{\i}}$ and collapsed on October 25, 2015 at eastern part of Turkey is considered as a case study. This mild sloped roof structure was built from a variable I beam, and supported on steel columns of 5.5 m height covering totally $240m^2$ closed area in plan. The roof of tribune collapsed completely without any indication during first snowfall after construction at midnight a winter day, fortunately before the opening hours. The meteorological records and observations of local persons are combined together to estimate the intensity of snow load in the region and it is compared with the code specified values. Also, the wide/thickness and height/thickness ratios for flange and web are evaluated according to the design codes. Three dimensional finite element model of the existing steel tribune roof is generated considering project drawings and site investigations using commercially available software ANSYS. The displacements, principal stresses and strains along to the cantilever length and column height are given as contour diagrams and graph format. In addition to site investigation, the numerical and analytical works conducted in this study indicate that the unequivocal reasons of the collapse are overloading action of snow load intensity, some mistakes made in the design of steel cantilever beams, insufficient strength and rigidity of the main structural elements, and construction workmanship errors.

• 한국농공학회지
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• 제38권3호
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• pp.82-91
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• 1996

This is a basic study for the static and dynamic analysis on the elasto-plastic and elasto-viscoplastic of an axi-symmetric shell. The objective of this study was to investigate the mechanical characteristics of a nuclear reinforced concrete containment structure, which was selected as a model, by a numerical analysis using a finite element method. The structure was modeled with discrete ring elements of 8-noded isoparametric element rotating against the symmetrical axis, and the interaction between the foundation and the structure was modeled by Winkler's model. Also, the meridional tendon was modeled with 2-node truss elements, and the hoop tendon was done with point elements in two degrees of freedom. The effect of the tendon was considered without the increasement in total degree of freedom as the stiffness matrix of modeled tendon elements was assembled on the stiffness matrix of ring elements linked with the tendon. The results obtained from the analysis of an example were summarized as follows : 1. The stresses in the hoop direction on the interior and exterior surfaces of the structure were shown in changes of similar trend, and high stresses appeared on the structure wall 2. The stresses in the meridional direction on the interior and exterior surfaces were shown in change of different trend. Especially, the stresses at the junctions between the dome and the wall and between the wall and the bottom plate of the structure were very high, compared with those at other parts of the structure. 3. The stress changes in the direction of thickness on the crown of the dome were much linearly distributed. However, as the amount of tendon increased, the stresses in the upper and lower parts of the wall established with the tendon were shown stress concentration. 4. The stress changes in the direction of thickness on the center of the structure wall was linearly distributed in the all cases, and special stress due to the use of the tendon was not shown.

• 한국터널지하공간학회 논문집
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• 제16권4호
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• pp.373-386
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• 2014

본 연구에서는 연약대를 관통하는 터널의 변위거동에 관한 연구내용을 다루었다. 이를 위해 발파굴착 공법이 적용되는 터널을 대상으로 다양한 파쇄대 조건을 도출하고 이에 대한 3차원 해석을 수행하여 파쇄대의 주향 및 경사와 터널 변위 거동과의 관계에 대한 매개변수 연구를 실시하였다. 해석결과를 토대로 파쇄대의 공간적 분포 특성에 따른 터널의 파쇄대 관통 전후의 변위 거동을 고찰하였으며 이를 토대로 현재 실무에서 적용되고 있는 3차원 계측결과의 활용방안을 모색하였다. 3차원 해석 결과를 분석한 결과 터널 천단 및 내공변위의 각 성분비는 터널 주변 파쇄대의 터널과의 상대적 위치 및 방향성에 따라 달라지는 것으로 관찰되어 천단 및 내공변위 등 전통적인 터널 안정성 지표와 아울러 터널의 안정성 검토는 물론 주변 파쇄대 존재여부를 판정하는 지표로 활용할 수 있는 것으로 검토되었다.

• 대한수학회보
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• 제30권2호
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• pp.187-191
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• 1993

In this note we prove the following result: Let A be a complex Banach *-algebra with continuous involution and let B be an $A^{*}$-algebra./T(A) = B. Then T is continuous (Theorem 2). From above theorem some others results of special interest and some well-known results follow. (Corollaries 3,4,5,6 and 7). We close this note with some generalizations and some remarks (Theorems 8.9.10 and question). Throughout this note we consider only complex algebras. Let A and B be complex algebras. A linear mapping T from A into B is called jordan homomorphism if T( $x^{1}$) = (Tx)$^{2}$ for all x in A. A linear mapping T : A .rarw. B is called spectrally-contractive mapping if .rho.(Tx).leq..rho.(x) for all x in A, where .rho.(x) denotes spectral radius of element x. Any homomorphism algebra is a spectrally-contractive mapping. If A and B are *-algebras, then a homomorphism T : A.rarw.B is called *-homomorphism if (Th)$^{*}$=Th for all self-adjoint element h in A. Recall that a Banach *-algebras is a complex Banach algebra with an involution *. An $A^{*}$-algebra A is a Banach *-algebra having anauxiliary norm vertical bar . vertical bar which satisfies $B^{*}$-condition vertical bar $x^{*}$x vertical bar = vertical bar x vertical ba $r^{2}$(x in A). A Banach *-algebra whose norm is an algebra $B^{*}$-norm is called $B^{*}$-algebra. The *-semi-simple Banach *-algebras and the semi-simple hermitian Banach *-algebras are $A^{*}$-algebras. Also, $A^{*}$-algebras include $B^{*}$-algebras ( $C^{*}$-algebras). Recall that a semi-prime algebra is an algebra without nilpotents two-sided ideals non-zero. The class of semi-prime algebras includes the class of semi-prime algebras and the class of prime algebras. For all concepts and basic facts about Banach algebras we refer to [2] and [8].].er to [2] and [8].].

• 마이크로전자및패키징학회지
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• 제15권2호
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• pp.37-45
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• 2008

본 논문에서는 유기 기판 위에 $100{\mu}m$ 피치를 갖는 플립칩 구조인 Cu(60 um)/SnAg(20 um) 더블 범프 플립칩 어셈블리를 구현하여 이의 리플로우, 고온 유지 신뢰성, 열주기 신뢰성, Electromigration 신뢰성을 평가하였다. 먼저, 리플로우의 경우 횟수와 온도에 상관없이 범프 접속 저항의 변화는 거의 나타나지 않음을 알 수 있었다. 125도 고온 유지 시험에서는 2000시간까지 접속 저항 변화가 관찰되지 않았던 반면, 150도에서는 Kirkendall void의 형성으로 인한 접속 저항의 증가가 관찰되었다 또한 Electromigration 시험에서는 600시간까지 불량이 발생하지 않았는데 이는 Al금속 배선에서 유발되는 높은 전류 밀도가 Cu 칼럼의 높은 두께로 인해 솔더 영역에서는 낮아지기 때문으로 해석되었다. 열주기 시험의 경우, 400 cycle 이후부터 접속 저항의 증가가 발견되었으며, 이는 열주기 시험 동안 실리콘 칩과 Cu 칼럼 사이에 작용하는 압축 변형에 의해 그 사이에 있는 Al 및 Ti 층이 바깥쪽으로 밀려나감으로 인해 발생하는 것으로 확인되었다.

• 한국광물학회지
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• 제22권2호
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• pp.129-138
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• 2009

북동태평양 클라리온-클리퍼톤 지역에서 채취된 주상시료 내 원소의 수직적인 변화를 살펴보기 위하여 XRF 코어스캐너를 이용하여 주요원소(Al, Ca, Fe, Mn, Ti, Ba) 및 미량원소(Pb, Sr, V, Zr, Zn)를 2 mm 간격으로 분석하였다. XRF 코어스캐너의 분석 능력을 검증하기 위하여 동일 주상시료에서 부시료를 채취하여 ICP-AES 정량분석을 실시하였다. XRF 코어스캐너와 ICP-AES 측정값의 상관계수는 Mn ($r^2$ > 0.89)을 제외하면 대체적으로 낮다. 그러나 두 측정값의 수직적인 분포형태는 매우 유사하며 퇴적물 색상에 의해 분류된 퇴적상 변화와 거의 일치된다. Mn/Al 비는 각 퇴적상(Facies I, Facies II, Facies III)에서 뚜렷한 차이를 보인다. 그리고 각 퇴적상 경계가 뚜렷한 BC08-02-05와 BC8-02-13에서는 퇴적상에 따른 뚜렷한 Mn/Al 비의 변화가 보이나, 퇴적상 경계가 생물활동으로 점이적인 BC08-02-02, BC08-02-09 그리고 BC08-02-10에서는 점이적인 Mn/Al 비가 나타났다. 각 퇴적상의 원소 함량차이는 퇴적물내 산화-환원 환경 변화에 의해서 조절되며, 원소들의 수직적인 분포형태는 퇴적물내 생물활동에 영향을 받는 것으로 나타났다.

• 소성∙가공
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• 제14권4호
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• pp.384-391
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• 2005

The nickel-based alloy Nimonic 80A possesses the excellent strength, and the resistance against corrosion, creep and oxidation at high temperature. Its products are used in aerospace engineering, marine engineering and power generation, etc. Control of forging parameters such as strain, strain rate, temperature and holding time is important because change of the microstructure in hot working affects the mechanical properties. Change of the microstructure evolves by recovery, recrystallization and grain growth phenomena. The dynamic recrystallization evolution has been studied in the temperature range of $950\~1250^{\circ}C$ and strain rate range of $0.05\~5s^{-1}$ using hot compression tests. The metadynamic recrystallization and grain growth evolution has been studied in the temperature range of $950\~1250^{\circ}C$ and strain rate range $0.05,\;5s^{-1}$, holding time range of 5, 10, 100, 600 sec using hot compression tests. Modeling equations are proposed to represent the flow curve, recrystallized grain size, recrystallized fraction and grain growth phenomena by various tests. Parameters in modeling equations are expressed as a function of the Zener-Hollomon parameter. The modeling equation for grain growth is expressed as a function of the initial grain size and holding time. The modeling equations developed were combined with thermo-viscoplastic finite element modeling to predict the microstructure change evolution during hot forging process. The grain size predicted from FE simulation results is compared with results obtained in field product.

• Advances in concrete construction
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• 제5권2호
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• pp.117-143
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• 2017

The attack of environmental aggressive agents progressively reduces the structural reliability of buildings and infrastructures and, in the worst exposition conditions, may even lead to their collapse in the long period. A change in the material and sectional characteristics of a structural element, due to the environmental damaging effects, changes its mechanical behaviour and varies both the internal stress redistribution and the kinematics through which it reaches its ultimate state. To identify such a behaviour, the evolution of both the damaging process and its mechanical consequences have to be taken into account. This paper presents a computational approach for the analysis of reinforced and prestressed concrete elements under sustained loading conditions and subjected to given damaging scenarios. The effects of the diffusion of aggressive agents, of the onset and development of the corrosion state in the reinforcement and the corresponding mechanical response are studied. As known, the corrosion on the reinforcing bars influences the damaging rate in the cracking pattern evolution; hence, the damage development and the mechanical behaviours are considered as coupled phenomena. The reliability of such an approach is validated in modelling the diffusion of the aggressive agents and the changes in the mechanical response of simple structural elements whose experimental behaviour is reported in Literature. A second set of analyses studies the effects of the corrosion of the tendons of a P.C. beam and explores potentially unexpected structural responses caused by corrosion under different aggressive exposition. The role of the different types and of the different positions of the damaging agents is discussed. In particular, it is shown how the collapse mode of the beam may switch from flexural to shear type, in case corrosion is caused by a localized chloride attack in the shear span.

• Mycobiology
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• 제47권3호
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• pp.308-318
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• 2019

Bio-sulfur can be produced in the process of desulfurization from a landfill and collected by some microorganism such as Thiobacillus sp. as a sulfur element. In order to investigate practical use of bio-sulfur as an agent for controlling plant disease, in vitro antifungal activity of bio-sulfur was tested against Colletotrichum orbiculare known to cause cucumber anthracnose. Efficacy of bio-sulfur for suppressing anthracnose disease was also evaluated in vivo using cucumber leaves. Mycelial growth of C. orbiculare on medium containing bio-sulfur was inhibited. Disease severity of cucumber leaves pre-treated with bio-sulfur was significantly decreased compared to that of untreated ones. To illustrate how bio-sulfur could suppress anthracnose disease, structures of cucumber leaves infected with C. orbiculare were observed under a fluorescent microscope and a scanning electron microscope (SEM). Cucumber leaves pre-treated with bio-sulfur showed a low rate of appressorium formation whereas untreated ones showed abundant appressoria. Shrunk fungal hyphae were mostly observed on bio-sulfur-pretreated leaves by SEM. Similar results were observed on leaves pre-treated with a commercial fungicide Benomyl(R). These results suggest that inhibition of appressorium formation of C. orbiculare by bio-sulfur may contribute to its suppression of cucumber anthracnose.