• 한국세라믹학회지
• /
• 제28권1호
• /
• pp.74-78
• /
• 1991

Willemite powders which have been prepared by solid state reaction were easy to intermixed impurities, and particle surfaces were demaged in the progress of crushing. The above defacts were easy to accompany non-crystallization for mechanochemical effects and luminescence efficiency was deteriorated. The goal of this study improve each of defacts, and synthesize high purity and fine Mn doped willemite powders by wet and hydrothermal methods without crushing progress. It has been experimentally verified that the single phase Zn1.98Mn0.02SiO4 willemite powders which prepared by hydrothermal synthes is at 220$^{\circ}C$ for 10 hours in 2N KOH solution. The products are like needle and composition is the same with starting composition.

• 한국공작기계학회논문집
• /
• 제17권4호
• /
• pp.67-74
• /
• 2008

The important dynamic specifications in the aluminum automobile body design are the vibrations and crashworthiness in the views of ride comforts and safety. Thus, considerable effort has been invested into improving the performance of mechanical structures comprised of the interactive multiple sub-structures. Most mechanical structures are complex and are essentially multi-criteria optimization problems with objective functions retained as constraints. Each weight factor can be defined according to the effects and priorities among objective functions, and a feasible Pareto-optimal solution exists for the criteria-defined constraints. In this paper, a multi-criteria design based on the Pareto-optimal sensitivity is applied to the vibration qualities and crushing characteristics of front structure in the automobile body design. The vibration qualities include the idle, wheel unbalance and road shake. The crushing characteristic of front structure is the axial maximum peak load.

• 열처리공학회지
• /
• 제31권3호
• /
• pp.135-142
• /
• 2018

In this study, we have fabricated n-type $Bi_2Te_{2.85}Se_{0.15}$ compounds by different processing routes such as crushing, milling and mixing respectively. Subsequently, the obtained powders were consolidated by spark plasma sintering (SPS). The phase crystallinity of bulk samples were identified using X-ray diffraction technique. Powder morphology and fracture surface of bulk samples were observed using the scanning electron microscopy (SEM). The Seebeck coefficient and electrical conductivity values were significantly increased for the milling sample than crushing and mixing samples. As a result, the maximum power factor was obtained $2.4mW/mK^2$, which is thrice than that of crushing process. The maximum figure of merit (ZT) of 0.77 was achieved at 400 K for the milling sample. Furthermore, relatively high hardness and density values were noticed for the different processed samples.

• Composites Research
• /
• 제22권6호
• /
• pp.32-38
• /
• 2009

본 연구에서는 탄소, 케블라 및 탄소-케블라 하이브리드 등 4가지 소재로 제작된 원형튜브시편에 대한 에너지 흡수능력 및 파손모드를 평가하였다. 이를 위해, 본 연구에서 일방향 프리프레그를 이용해서 원형튜브 제작하고 10mm/min의 하중속도로 준정적 압축시험을 수행하였다. 시험을 통해 취성파괴모드로 압축되는 탄소/에폭시로 제작된 튜브가 가장 우수한 에너지 흡수 특성을 보인 반면, 좌굴에 의해 압축되는 케블라/에폭시 튜브가 가장 낮은 에너지 흡수특성을 보였다. 하이브리드 [$90_C/0_K$]튜브의 경우 국부좌굴모드에 의해 에너지를 흡수했으며 우수한 압축후 구조온전성 특성을 보였다. [$90_K/0_C$] 튜브의 경우 주 파손모드는 단층굽힘모드이고 압축후 구조온전성이 확보되지 못했다.

• 대한조선학회논문집
• /
• 제32권1호
• /
• pp.103-117
• /
• 1995

본 논문에서는 이상화구조요소법을 적용하여 이중선체 유조선의 충돌손상 해석기법을 개발하고, 모형실험결과와의 비교를 통하여 개발한 해석기법의 정도를 검증한 뒤 4만톤급 컨테이너선의 선수가 이중선체 VLCC의 선측을 충돌할때의 손상거동을 각종설계인자(이중선측폭, 선측 부재치수등)를 변화시켜 가면서 시리즈해석을 수행하여 그 특성을 분석하였다. 본 해석법은 항복, 압괴(crushing), 파단(rupture), 국부 및 전체파손의 상관효과, 변형속도(strain-rate) 영향, gap/contact조건등을 고려하고 있으며, 소요계산시간이 유한요소법에 비해 극히 짧고 해석정도도 높으므로 실제선박의 충돌문제에 대한 구조설계 및 안전성 평가시에 유용하게 적용할 수 있는 "설계응용을 겨냥한 충돌해석방법"(design-oriented collision analysis procedure)이라 할 수 있다.

• 한국농공학회논문집
• /
• 제49권4호
• /
• pp.43-49
• /
• 2007

The reinforced concrete slab is one of main structure members in the construction industry sector. However, most of researches regarding to RC slabs have been focused on two-dimensional Mindlin-type plate element on the basis of laminated plate theory since three-dimensional solid element has a lot of difficulties in finite element formulation and costs in CPU time. In reality, the RC slabs are subjected to dynamic loads like a heavy traffic vehicle load, and thus should insure the safety from the static load as well as dynamic load. Once we can estimate the dynamic behaviour of RC slabs exactly, it will be very helpful for design of it. In this study, the 20-node solid element has been used to analyze the dynamic characteristics of RC slabs with clamped edges. The elasto-visco plastic model for material non-linearity and the smeared crack model have been adopted in the finite element formulation. The applicability of the proposed finite element has been tested for dynamic behaviour of RC slabs with respect to characteristics of concrete materials in terms of cracking stress, crushing strain, fracture energy and Poisson's ratio. The effect on dynamic behaviour is dependent on not crushing strain but cracking stress, fracture energy and Poisson's ratio. In addition to this, it is shown the damping phenomenon of RC slabs has been identified from the numerical results by using Rayleigh damping.

• Structural Engineering and Mechanics
• /
• 제20권1호
• /
• pp.1-20
• /
• 2005

The present paper deals with the seismic response analysis and the evaluation of most likely failure modes for a water storage structure. For the stress analysis, a 3-D mathematical model has been adopted to represent the structure appropriately. The structure has been analyzed for both static and seismic loads. Seismic analysis has been carried out considering the hydrodynamic effects of the contained water. Based on the stress analyses results, the most likely failure modes viz. tensile cracking and compressive crushing of concrete for the various structural elements; caused by the seismic event have been investigated. Further an attempt has also been made to quantify the initial leakage rate and average emptying time for the structure during seismic event after evaluating the various crack parameters viz. crack-width and crack-spacing at the locations of interest. The results are presented with reference to peak ground acceleration (PGA) of the seismic event. It has been observed that, an increase in PGA would result in significant increase in stresses and crack width in the various structural members. Significant increase in initial leakage rate and decrease in average emptying time for the structure has also been observed with the increase in PGA.

• Journal of Animal Science and Technology
• /
• 제47권4호
• /
• pp.691-696
• /
• 2005

본 연구는 모돈이 서있거나 앉아 있을 때 모돈의 배 밑에 공기를 분사하는 것이 모돈과 포유자돈의 압사 관련 행동에 미치는 영향을 규명하고자 수행되었으며, 공시동물로는 경산돈 16복과 포유자돈 179두가 분만 후 4일까지 이용되었다. 모돈의 행동을 관찰한 결과, 서있는 행동과 앉아있는 행동에 있어서 대조구와 공기분사구간에 차이가 없는 것으로 나타나 공기분사가 모돈의 행동에 영향을 미치지 않는 것으로 분석되었다. 반면에 압사와 밀접하게 관련 있는 4가지 포유자돈의 행동을 관찰한 결과 모돈의 뒤로 지나가는 행동, 모돈의 뒤에 서있는 행동, 모돈의 배 밑으로 지나가는 행동, 모돈의 배 밑에 서있는 행동 모두가 대조구에 비해 공기분사구에서 현저히 낮게 나타났다. 따라서, 모돈이 서있거나 앉아있을 때 모돈의 배 밑에 공기분사를 함으로써 모돈의 행동과 포유자돈의 건강에 영향을 미치지 않고 포유자돈의 압사 관련 행동을 억제하여 포유자돈의 압사를 효과적으로 방지할 수 있을 것으로 예상된다.

• Structural Engineering and Mechanics
• /
• 제48권1호
• /
• pp.17-39
• /
• 2013

In the present paper, a coaxial rotating smeared crack model is proposed for mass concrete in three-dimensional space. The model is capable of applying both the constant and variable shear transfer coefficients in the cracking process. The model considers an advanced yield function for concrete failure under both static and dynamic loadings and calculates cracking or crushing of concrete taking into account the fracture energy effects. The model was utilized on Koyna Dam using finite element technique. Dam-water and dam-foundation interactions were considered in dynamic analysis. The behavior of dam was studied for different shear transfer coefficients considering/neglecting fracture energy effects. The results were extracted at crest displacement and crack profile within the dam body. The results show the importance of both shear transfer coefficient and the fracture energy in seismic analysis of concrete dams under high hydrostatic pressure.

• 한국구조물진단유지관리공학회 논문집
• /
• 제25권6호
• /
• pp.131-142
• /
• 2021

노후 교각은 내진설계가 적용되지 않아 소성힌지구역에 겹침이음이 대다수 존재한다. 철근부식은 철근 단면적 감소 및 겹침이음부의 거동저하를 유발하여 교각의 내진성능을 저하시킨다. 본 연구에서는 이러한 노후교각의 특성에 따라 철근부식, 겹침이음, 내진설계 및 내진 보강 여부를 고려하여 실험체를 설계 및 제작하고 실험을 통해 그 영향을 조사하였다. 실험결과, 겹침이음 또는 철근부식은 변위연성도를 감소시킨다. 내진설계 상세 또는 강판 내진보강을 적용하면 충분한 변위연성도가 확보됨을 확인하였다. 모든 비내진실험체는 소성힌지구역 내의 횡철근 겹침이음부의 풀림으로 인해 주철근 좌굴과 심부콘크리트 압축파쇄가 발생하였다. 내진설계된 실험체는 철근부식에 의한 소성힌지구역 내 횡철근의 단면감소와 갈고리 풀림에 의해 주철근 좌굴 및 심부콘크리트 압축파쇄가 발생하였다.