• 콘크리트학회지
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• 제7권1호
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• pp.145-155
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• 1995

본 논문에서는 단조증가하중을 받는 철근콘크리트 보의 비선형거동, 즉, 탄성, 비탄서의 극한영역에 이르기까지의 모든 하중이력에 대한 응력-변형도 관계와 균열의 진행 및 철근과 콘크리트의 응력과 변형도 등을 정확히 해석할 수 있는 해석법의 제시를 목적으로 한다. 이러한 목적을 위하여 철근콘크리트의 재료적 비선형성으로 균열발생후 이장, 압축 및 전단모델과 철근에 대한 모델을 각각 조합하여 고려하였다. 콘크리트의 해석모델로서 분산균열모델을 사용하였고, 철근에 대해서는 등가의 분산분포된 요소와 철근의 정확한 거동과 위치를 확보하기 위해 별도의 축력만을 받는 봉요소로 모델화하여 사용하였다. 본 논문에서 제안한 해석법의 타당성을 검증하기 위해 몇 개의 실험치를 해석치와 비교, 검토한 결과, 본 논문의 해석법이 3.5-15(%)의 오차를 보이며, 정확함을 알 수 있었다.

• 한국구조물진단유지관리공학회 논문집
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• 제18권2호
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• pp.74-81
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• 2014

본 연구에서는 휨모멘트를 받는 SC 벽체 스터드의 성능을 최적화시키기 위해 비선형 유한요소법을 사용한 해석적 연구를 수행하였다. SC 벽체에 대한 유한요소모형에서는 접촉, 연결, 그리고 재료에 대한 비선형성을 고려하였다. 그리고 해석모형의 검증을 위해 선행된 실내 실험을 모사하여 계측결과와 해석결과를 비교하였고, 제안된 해석방법의 타당성을 검증하였다. 문헌조사를 통해 해석 대상물의 크기를 결정하였고, 다양한 스터드의 형식과 배치간격을 고려한 해석을 수행하였다. 또한, KEPIC SNG를 만족하는지에 대한 추가적인 검토를 수행하였다. 최종적으로 수치해석과 기준의 검토를 통하여 개선된 스터드의 최적 형식 및 배치안을 제시하였다.

• Steel and Composite Structures
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• 제35권4호
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• pp.463-474
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• 2020

In this paper, the influence of adding multi-walled carbon nanotube (MWCNT) on the pull behavior of steel and GFRP bars in ultra-high-performance concrete (UHPC) was examined experimentally and numerically. For numerical analysis, 3D nonlinear finite element modeling (FEM) with the help of ABAQUS software was used. Mechanical properties of the specimens, including Young's modulus, tensile strength and compressive strength, were extracted from the experimental results of the tests performed on standard cube specimens and for different values of weight percent of MWCNTs. In order to consider more realistic assumptions, the bond between concrete and bar was simulated using adhesive surfaces and Cohesive Zone Model (CZM), whose parameters were obtained by calibrating the results of the finite element model with the experimental results of pullout tests. The accuracy of the results of the finite element model was proved with conducting the pullout experimental test which showed high accuracy of the proposed model. Then, the effect of different parameters such as the material of bar, the diameter of the bar, as well as the weight percent of MWCNT on the bond behavior of bar and UHPC were studied. The results suggest that modifying UHPC with MWCNT improves bond strength between concrete and bar. In MWCNT per 0.01 and 0.3 wt% of MWCNT, the maximum pullout strength of steel bar with a diameter of 16 mm increased by 52.5% and 58.7% compared to the control specimen (UHPC without nanoparticle). Also, this increase in GFRP bars with a diameter of 16 mm was 34.3% and 45%.

• Geomechanics and Engineering
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• 제10권3호
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• pp.357-386
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• 2016

In this research work, an exact analytical solution for thermal stability of solar functionally graded rectangular plates subjected to uniform, linear and non-linear temperature rises across the thickness direction is developed. It is assumed that the plate rests on two-parameter elastic foundation and its material properties vary through the thickness of the plate as a power function. The neutral surface position for such plate is determined, and the efficient hyperbolic plate theory based on exact neutral surface position is employed to derive the governing stability equations. The displacement field is chosen based on assumptions that the in-plane and transverse displacements consist of bending and shear components, and the shear components of in-plane displacements give rise to the quadratic distribution of transverse shear stress through the thickness in such a way that shear stresses vanish on the plate surfaces. Therefore, there is no need to use shear correction factor. Just four unknown displacement functions are used in the present theory against five unknown displacement functions used in the corresponding ones. The non-linear strain-displacement relations are also taken into consideration. The influences of many plate parameters on buckling temperature difference will be investigated. Numerical results are presented for the present theory, demonstrating its importance and accuracy in comparison to other theories.

• 반도체디스플레이기술학회지
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• 제7권4호
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• pp.29-33
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• 2008

Rapid increase of integrity for recent semiconductor industry highly demands the development of removal technology of contaminated particles in the scale of a few microns or even smaller. It is known that the surface cleaning technology using $CO_2$ snow has its own merits of high efficiency. However, the detailed removal mechanism of particles using this technology is not yet fully understood due to the lack of sophisticated research endeavors. The detachment mechanism of particles from the substrates is known to be belonged in four types; rebounding, sliding, rolling and lifting. In this study, a modeling effort is performed to explain the detachment mechanism of a contaminant particle due to the rebounding caused by the vertical collision of the $CO_2$ snow. The Hertz and Johnson-Kendall-Roberts(JKR) theories are employed to describe the contact, adhesion and deformation mechanisms of the particles on a substrate. Numerical simulations are followed for several representative cases, which provide the perspective views on the dynamic characteristics of the particles as functions of the material properties and the initial inter-particle collision velocity.

• 한국가스학회지
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• 제18권4호
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• pp.56-62
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• 2014

본 연구에서는 촉매가 들어있는 고정층 반응로의 단일 개질관에 대하여 전산 유체 해석(Fluent ver. 13.0)을 수행하여 열/유동 특성을 파악하고, 주입 가스에 따른 추출 가스의 종류를 다공성에 따라 예측하였다. 촉매 형상을 모델링하기 위하여, 개질관 내부에 있는 촉매를 모두 다공성 물질이라고 가정하고, 수정된 Eugun 식을 해석에 적용하였다. 유체의 공극률을 기준으로 0.545, 0.409, 그리고 0.403로 설정하고, 결과를 비 다공성인 경우와 비교하였다. 수치해석 결과, 개질관 벽면의 온도는 흡열반응과 주변 열전달로 인하여 개질관의 온도보다 높게 나타나며, 수소 생성량도 다소 증가했다. 촉매의 공극률이 증가 하게 될 경우, 압력 강하로 인하여 관 중심부 온도 및 수소 생성량이 현저하게 감소하는 경향을 보였다.

• Steel and Composite Structures
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• 제20권1호
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• pp.167-184
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• 2016

This paper presents the details of Finite Element (FE) analysis carried out to determine the limiting deformation capacity and failure mode of Laced Steel-Concrete Composite (LSCC) beam, which was proposed and experimentally studied by the authors earlier (Anandavalli et al. 2012). The present study attains significance due to the fact that LSCC beam is found to possess very high deformation capacity at which range, the conventional laboratory experiments are not capable to perform. FE model combining solid, shell and link elements is adopted for modeling the beam geometry and compatible nonlinear material models are employed in the analysis. Besides these, an interface model is also included to appropriately account for the interaction between concrete and steel elements. As the study aims to quantify the limiting deformation capacity and failure mode of the beam, a suitable damage model is made use of in the analysis. The FE model and results of nonlinear static analysis are validated by comparing with the load-deformation response available from experiment. After validation, the analysis is continued to establish the limiting deformation capacity of the beam, which is assumed to synchronise with tensile strain in bottom cover plate reaching the corresponding ultimate value. The results so found indicate about $20^{\circ}$ support rotation for LSCC beam with $45^{\circ}$ lacing. Results of parametric study indicate that the limiting capacity of the LSCC beam is more influenced by the lacing angle and thickness of the cover plate.

• 에너지공학
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• 제17권2호
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• pp.107-115
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• 2008

신에너지원으로 주목받고 있는 중질 잔사유를 기존 중유화력의 대체 연료로 사용하는 경우에 대하여 상용 해석코드로 플랜트의 에너지 및 물질 수지, 플랜트의 성능을 분석하였다. 국내 A 중유 화력발전소에 대한 플랜트 성능분석 모델을 구축하였으며 플랜트의 성능 및 효율 등에 대한 시뮬레이션 결과를 설계 및 실제 운전 데이터와 비교하여 그 건전성을 확인하였다. 중질 잔사유 적용에 대한 시뮬레이션 결과 출력은 315 MW로서 중유 적용시의 300 MW 보다 높게 나타났으며 플랜트 효율은 약간 감소함을 알 수 있었다. 외기온도 및 냉각수 온도, 배가스 순환량, 출력에 따른 열소비율의 민감도 분석으로부터 중질 잔사유 연소시의 최적 운전을 위한 기본 자료를 얻을 수 있었다.

• Computers and Concrete
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• 제24권4호
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• pp.379-397
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• 2019

Steel-concrete composite beams are widely employed in constructions and their performance at the serviceability stage is of concern among practitioners and design regulations. In this context, an accurate evaluation of long-term deflections via various rheological concrete models is needed. In this work, the performance and predict capability of some concrete creep and shrinkage models ACI, CEB, B3, FIB and GL2000 are ascertained, and compared by using statistical bias indicators. Ten steel-concrete composite beams with existing experimental and numerical results are then modeled for this purpose. The proposed modeling technique uses the finite element method, where the concrete slab and steel beam are modeled with shell finite elements. Concrete is considered as an aging viscoelastic material and cracking is treated with the common smeared approach. The results show that when the experimental ultimate shrinkage strain is used for calibration, all studied rheological models predict nearly similar deflections, which agree with the experimental data. In contrast, significance differences are encountered for some models, when none calibration is made prior to. A value between twenty and thirty times the cracking strain is recommended for the ultimate tensile strain in the tension stiffening model. Also, increasing the relative humidity and decreasing the ambient temperature can lead to a substantial reduction of slab cracking for beams under negative flexure. Finally, there is not a unique rheological model that clearly excels in all scenarios.

• 한국태양에너지학회 논문집
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• 제31권4호
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• pp.41-47
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• 2011

The volumetric solar receiver is a key element of solar power plants using air. The solar flux distribution inside the receiver should be a priori known for its heat transfer analysis. Previous works have not considered characteristics of the solar flux although they change with radiative properties of receiver materials and receiver geometries. A numerical method, which is based on the Monte Carlo ray-tracing method, was developed in the current work. The solar flux distributions inside multi-channeled volumetric solar receivers were calculated when light is concentrated at the KIER solar furnace. It turned out that 99 percentage of the concentrated solar energy is absorbed within 15mm channel length for the channel radius smaller than 1.5mm. If the concentrated light is assumed to be diffuse, the absorbed solar energy at the channel entrance region is over predicted while the light penetrates more deeply into the channel. Once the presented results are imported into the heat transfer analysis, one could examine effects of material property and geometry of the receiver on air temperature profiles.