• Structural Engineering and Mechanics
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• 제78권3호
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• pp.319-332
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• 2021

The wood-concrete composite is an interesting solution in the field of Civil Engineering to create high performance bending elements for bridges, as well as in the building construction for the design of wood concrete floor systems. The authors of this paper has been working for the past few years on the development of the bonding process as applied to wood-concrete composite structures. Contrary to conventional joining connectors, this assembling technique does ensure an almost perfect connection between wood and concrete. This paper presents a careful theoretical investigation into interfacial stresses at the level of the two interfaces in composite wooden beam- reinforced concrete slab strengthened by external bonding of prestressed composite plate under a uniformly distributed load. The model is based on equilibrium and deformations compatibility requirements in all parts of the strengthened composite beam, i.e., the wooden beam, RC slab, the CFRP plate and the adhesive layer. The theoretical predictions are compared with other existing solutions. This research is helpful for the understanding on mechanical behaviour of the interface and design of the CFRP- wooden-concrete hybrid structures.

• Steel and Composite Structures
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• 제38권5호
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• pp.583-597
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• 2021

This article develops a nonclassical model to analyze bending response of squared perforated microbeams considering the coupled effect of microstructure and surface stress under different loading and boundary conditions, those are not be studied before. The corresponding material and geometrical characteristics of regularly squared perforated beams relative to fully filled beam are obtained analytically. The modified couple stress and the modified Gurtin-Murdoch surface elasticity models are adopted to incorporate the microstructure as well as the surface energy effects. The differential equations of equilibrium including the Poisson's effect are derived based on minimum potential energy. Exact closed form solution is obtained for bending behavior of the proposed model considering the classical and nonclassical boundary conditions for both uniformly distributed and concentrated loads. The proposed model is verified with results available in the literature. Influences of the microstructure length scale parameter, surface energy, beam thickness, boundary and loading conditions on the bending behavior of perforated microbeams are investigated. It is observed that microstructure and surface parameters are vital in investigation of the bending behavior of perforated microbeams. The obtained results are supportive for the design, analysis and manufacturing of perforated nanobeams that commonly used in nanoactuators, nanoswitches, MEMS and NEMS systems.

• Steel and Composite Structures
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• 제38권5호
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• pp.547-562
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• 2021

This paper aims to explore the mechanical behavior and moment-rotation model of blind bolted joints between concrete-filled double skin steel tubular columns and steel-concrete composite beams. For this type of joint, the inner tube and sandwiched concrete were additionally identified as basic components compared with CFST blind bolted joint. A modified moment-rotation model for this type of connection was developed, of which the compatibility condition and mechanical equilibrium were employed to determine the internal forces of basic components and neutral axis. Following this, load transfer mechanism among the inner tube, sandwiched concrete and outer tube was discussed to assert the action area of the components. Subsequently, assembly processes of basic coefficients in terms of their stiffness and resistances based on the component method by simplifying them as assemblages of springs in series or in parallel. Finally, an experimental investigation on four substructure joints with CFDST columns for validation purposes was carried out to capture the connection details. The predicted results derived from the mechanical models coincided well with the experimental results. It is demonstrated that the proposed mechanical model is capable of evaluating the complete moment-rotation relationships of blind bolted CFDST column composite connections.

• Structural Engineering and Mechanics
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• 제87권2호
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• pp.173-189
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• 2023

For a given structural geometry, the stiffness and damping parameters of the soil and the dynamic response of the structure may change in the face of an equivalent linear soil behavior caused by a strong earthquake. Therefore, the influence of equivalent linear soil behavior on the impedance functions form and the seismic response of the soil-structure system has been investigated. Through the substructure method, the seismic response of the selected structure was obtained by an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom. Also, the dynamic response of the soil-structure system for a nonlinear soil behavior and for the two types of impedance function forms was also analyzed by 2D finite element modeling using ABAQUS software. The numerical results were compared with those of the analytical solution. After the investigation, the effect of soil nonlinearity clearly showed the critical role of soil stiffness loss under strong shaking, which is more complex than the linear elastic soil behavior, where the energy dissipation depends on the seismic motion amplitude and its frequency, the impedance function types, the shear modulus reduction and the damping increase. Excellent agreement between finite element analysis and analytical results has been obtained due to the reasonable representation of the model.

• 대한지하수환경학회지
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• 제1권1호
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• pp.23-32
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• 1994

태백 탄전 지대에서 산출되는 비정질 철 수산화물 (AIO)에 대한 회귀 원소 흡착 반응의 총체적 평형 상수 $K_{ad,app}$를 계산하기 위해 시간-흡착 실험 및 pH-흡착 실험을 실시하였다. 이와 같은 두 실험 결과에 의하면, Pb을 제외한 모든 원소의 흡착 반응이 평형에 도달하여 계산된 $K_{ad,app}$값이 실제의 값일 가능성이 높음을 알 수 있다. 희귀 원소와AIO간의 흡착 반응에 대한 $K_{ad,app}$와 수소 이온의 반응 계수 x는 pH-흡착 실험 결과로부터 얻어진 log($\Gamma$/ ［ $M^{2＋}$］$_{aq}$ )와 pH에 대한 선형 희귀 식의 절편과 기울기로부터 계산되었다. 이 연구에서 계산된 $K_{ad,app}$는 $10^{－4.5}$에서 $10^{2.75}$ 범위의 값을 갖는데, 이는 다른 연구자들에 의한 단순 조성계에 대한 실험 결과와 많은 차이를 보인다. 이 연구에 의한 $K_{ad,app}$는 자연계의 다른 환경에서 평가된 것과 어느 정도 비슷한 값을 보이지만 정확히 일치하지는 않는다 이러한 사실은 연구 지역의 수계에서 $K_{ad,app}$가 독특한 그만의 값을 갖는 것을 나타내므로, 흡착 모델링 전에 반드시 연구 지역의 수계에 맞는 정확한 $K_{ad,app}$값이 평가되어야 함을 의미한다. 이 연구에 의한 x는 -0.3 내지 0.7의 값을 갖는데, 이 또한 일반적으로 지구화학자들 사이에서 받아들여지는 값과는 상당히 다른 것이다. 이러한 x값의 차이는 아마도 흡착 자리에 대한 다른 이온종간의 경쟁 또는 종류가 다른 여러 흡착 반응의 동시 진행에 의한 것으로 생각된다. 이 연구의 결과는 태백 지역에서의 탄광 폐수에 오염된 수계 내에서의 적절한 흡착 모델을 세우는데 도움을 줄 것이다. 이렇게 세워진 흡착 모델을 이용하여 수계 내에서의 흡착에 따른 금속 원소 함량 변화를 기술할 수 있을 것이며, 이는 태백 탄전 지역에서의 광산 폐수가 수질에 미치는 영향에 대한 연구에 중요한 부분이 될 것이다.

• Applied Microscopy
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• 제27권4호
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• pp.433-452
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• 1997

Mongolian gerbil (Meriones unguiculatus) has been as an animal model for studing the neurological diseases such as stroke and epilepsy because of the congenital incompleteries in Willis circle, as well as the investigation of water metabolism because of the long time-survival in the condition of water-deprived desert condition, compared with other species animals. In order to accomplish the this research, first of all another divided the laboratory animals 5 groups of which each group include the 5 animals. In this study were investigated the histological structure in the kidney, measured the plasma osmolalities at the time of sacrifice of indivisual animals, and the body weights every day during water-deprived. The results obtained in this study were summarized as followings: 1. The body weights and decreasing rates of the body weight in water-deprived mongolian gerbil groups were continuosly decreased. 2. The plasma osmolalities were increased from the 5th water-deprived day, after then the gradually increasing reached nearly its equilibrium state at the 10th water-deprived day. 3. The urine volumes were abruptly decreased from the 2th water-deprived day, after then the gradually decreasing patterns were reached nearly its equilibrium state at the 10th day, and stopped the 11th day. 4. In the light microscopical observation of the kidney, glomerular capillary loop thickening, mesangial matrix increasing, sclerosis, glomerular cystic atrophy, interstitial fibrosis, tubular dilatation, mononuclear interstitial inflammation, interstitial mineralization, and hyperplasia of the collecting duct epithelium in the cortex area, were observed from the 10th water deprived day, and the lesions were gradually severe changed as the time lapse. 5. In the electron microscopical findings of the kidney, the degenerative changes of endothelial cell, podocyte and mesangial cell in glomeruli were initially observed on the 10th water-deprived day as well as the degeneration of microvilli and intracellular organelle in the renal tubules.

• 대한수학교육학회지:학교수학
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• 제7권4호
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• pp.391-402
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• 2005

도형의 무게중심에 대한 일반적인 고찰은 삼각형의 무게중심에 대한 오개념을 올바르게 이해하게 해 주며, 일반화와 특수화, 해의 존재성과 유일성, 실세계의 수학적 모델링, 공리적 방법론 등과 관련하여 교육적으로 유익한 논의를 유발시킨다 는 점에서 가치가 있다. 본 연구는 무게중심에 대한 오개념의 파악과 해소를 위한 수학적 분석을 제시했으며, 다각형의 무게중심을 구하는 학생들의 잘못된 전략을 분석하여 교육적인 시사점을 얻었다. 또한, 다각형 무게중심의 탐구과정에서 제기될 수 있는 논리적 문제를 밝히고 해결하였다.

• Structural Engineering and Mechanics
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• 제31권2호
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• pp.181-210
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• 2009

This paper presents the theoretical developments of an exact finite strip for the buckling and initial post-buckling analyses of isotropic flat plates. The so-called exact finite strip is assumed to be simply supported out-of-plane at the loaded ends. The strip is developed based on the concept that it is effectively a plate. The present method, which is designated by the name Full-analytical Finite Strip Method in this paper, provides an efficient and extremely accurate buckling solution. In the development process, the Von-Karman's equilibrium equation is solved exactly to obtain the buckling loads and the corresponding form of out-of-plane buckling deflection modes. The investigation of thin flat plate buckling behavior is then extended to an initial post-buckling study with the assumption that the deflected form immediately after the buckling is the same as that obtained for the buckling. It is noted that in the present method, only one of the calculated out-of-plane buckling deflection modes, corresponding to the lowest buckling load, i.e., the first mode is used for the initial post-buckling study. Thus, the postbuckling study is effectively a single-term analysis, which is attempted by utilizing the so-called semi-energy method. In this method, the Von-Karman's compatibility equation governing the behavior of isotropic flat plates is used together with a consideration of the total strain energy of the plate. Through the solution of the compatibility equation, the in-plane displacement functions which are themselves related to the Airy stress function are developed in terms of the unknown coefficient in the assumed out-of-plane deflection function. These in-plane and out-of-plane deflected functions are then substituted in the total strain energy expressions and the theorem of minimum total potential energy is applied to solve for the unknown coefficient. The developed method is subsequently applied to analyze the initial postbuckling behavior of some representative thin flat plates for which the results are also obtained through the application of a semi-analytical finite strip method. Through the comparison of the results and the appropriate discussion, the knowledge of the level of capability of the developed method is significantly promoted.

• 대한화학회지
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• 제40권4호
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• pp.219-228
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• 1996

ab initio 방법을 이용하여 hexahydroxbenzene triscarbonate($C_9O_9$)와 이와 유사한 화합물($C_9O_9,C_9O_6S_3,C_9O_3S_9$)들의 평형구조(equilibrium geometry)와 에너지를 HF와 MP2 level에서 구하였다. 계산결과 이들 화합물은 모드 $C_{3v}$ bowl형 구조보다는 $D_{3h}$ 평면형구조가 더 안정함을 알 수 있었다. $HF/3-21G^*$ level에서 조화진동수(harmonic vibrational frequency)를 계산하였고 각각의 진동방식(vibrational mode)을 비교, 분석하였으며, $HF/63G^*$ level에서 구한 Mulliken population과 natural population을 이용하여 화합물들의 결합특성에 대하여 연구하였다. 또한 이들 화합물들의 열분해 의해서 생성되는 $C_6O_6$과 $C_6S_6$의 전자구조와 결합특성에 대한 연구를 HF와 MP2 level에서 하였다. 그리고 화합물들이 열분해하여 $C_6O_6,\;C_6S_6$, CO, 그리고 CS로 분리될 때의 필요한 에너지를 $HF/3-21G^*$ level에서 계산하여 열분해에 필요한 대략적인 에너지 장벽을 예상하여 보았다.

• 한국해안해양공학회지
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• 제14권3호
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• pp.232-239
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• 2002

본 논문에서는 조위변화에 따른 오탁방지막 계류라인의 거동을 조사하였다. 거동분석으로부터 안전율을 고려하여 팽팽하게 적정케이블의 길이를 정하면 수심이 하강하더라도 긴장측 케이블은 거의 일정한 장력을 유지하는 것을 알 수 있었다 그러나, 이완케이블의 기능은 상실되어 구조체 전체의 불안정성을 초래할 수도 있는 것을 알 수 있었다. 또한, 초기 직선긴장각이 계류거동에 미치는 영향을 조사해봄으로써 케이블 장력, 수중부상길이 케이블길이(재료량과 관계 있음)및 부체변위 등을 복합 고려하면서 계류 해석하여야만 적정한 설계를 할 필요가 있을 것으로 보였으며, 막체의 부착물로 인한 케이블의 장력은 줄어들어 재료손상은 일으키지 않으나 저면 앵글, Total scope 및 부체변위에 영향을 미쳐 구조물 전체의 불안정성을 초래할 수 있다는 것도 알 수 있었다.