• 한국기계기술학회지
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• 제20권6호
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• pp.894-900
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• 2018

Among the soft ground improvement methods, PBD is the most common construction method because it is cheap and construction is fast. However, if the ground is rigid, additional work is required. In this study, the structural safety, natural vibration, and safety angle of the steel vertical tower structure were evaluated in the development of the PBD composite perforator which can be combined with drilling work and PBD construction. Structural safety was assessed when the wind load of 20 m/s was simultaneously applied to the PBD construction load of 20 tons, the perforating operation of 25 tons, and the wind speed of 50 m/s was applied only to the wind load. The natural frequencies were evaluated up to the sixth mode, and the safety angle was evaluated for static and dynamic safety angles.

• International Journal of Naval Architecture and Ocean Engineering
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• 제13권1호
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• pp.848-857
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• 2021

This paper proposes an efficient approach based on a machine learning technique to predict the local stresses on mooring chain links. Three-link and multi-link finite element analyses were conducted for a target chain link of D107 with steel grade R4; 24,000 and 8000 analyses were performed, respectively. Two serial Artificial Neural Network (ANN) models based on a deep multi-layer perceptron technique were developed. The first ANN model corresponds to multi-link analyses, where the input neurons were the tension force and angle and the output neurons were the interlink angles. The second ANN model corresponds to the three-link analyses with the input neurons of the tension force, interlink angle, and the local stress positions, and the output neurons of the local stress. The predicted local stresses for the untrained cases were reliable compared to the numerical simulation results.

• Steel and Composite Structures
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• 제46권2호
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• pp.253-261
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• 2023

The goal of this paper is to investigate dynamic responses of simply-supported laminated micro beams under moving load. In the considered micro-scale problem, the modified coupled stress theory which includes the length scale parameter is used. The governing equations of problem are derived by using the Lagrange procedure. In the solution of the problem the Ritz method is used and algebraic polynomials are used with the trivial functions for the Ritz method. In the solution of the moving load problem, the Newmark average acceleration method is used in the time history. In the numerical examples, the effects of stacking sequence of laminas, fibre orientation angles and the length scale parameter on the dynamic responses of laminated micro beams are examined and discussed.

• Korean Chemical Engineering Research
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• 제56권3호
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• pp.327-334
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• 2018

출발물질로서 테트라에톡시실란(TEOS)과 메틸트리메톡시실란(MTMS)을 사용하여 졸-겔법에 의해 발수성 코팅용액을 제조하였다. 이 용액을 냉연강판 위에 스핀 코팅하고 열처리하여 비불소계 발수 코팅 도막을 제조 하였다. 이 과정 중 MTMS/TEOS의 몰 비, 물 농도 및 암모니아 농도가 코팅 도막의 발수성에 미치는 영향을 연구하였다. MTMS/TEOS의 몰 비를 1~20으로 변화시켜 제조 한 코팅 도막의 접촉각은 MTMS/TEOS 몰 비가 10 일 때 최대 수치인 $108^{\circ}$를 나타내었다. 반면에 물의 첨가량을 증가시킴에 따라 코팅 도막의 접촉각이 증가하여 발수성이 향상되었다. 또한 암모니아의 첨가량이 커질수록실리카입자의 크기가커져 실리카입자의표면 거칠기가증가하므로 발수성이 증가하였다.

• Steel and Composite Structures
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• 제28권3호
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• pp.309-318
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• 2018

Buckling Restrained Braced (BRB) frames have been widely used as an efficient seismic load resisting system in recent years mostly due to their symmetric and stable hysteretic behavior and significant energy dissipation capacity. In this study, to provide a better understanding of the behavior of BRB frames with various beam-column connections, a numerical study using non-linear finite element (FE) analysis is conducted. All models are implemented in the Abaqus software package following an explicit formulation. Initially, the results of the FE model are verified with experimental data. Then, diverse beam-column connections are modeled for the sake of comparison from the shear capacity, energy dissipation and frame hysteresis behavior points of view until appropriate performance is assessed. The considered connections are divided into three different categories: (1) simple beam-column connections including connection by web angle and connection by seat angle; (2) semi-rigid connection including connection by web and seat angles; and (3) rigid beam-column connections by upper-lower beam plates and beam connections with web and flange splices. Results of the non-linear FE analyses show that these types of beam-column connections have little effect on the maximum story drift and shear capacity of BRB frames. However, the connection type has a significant effect on the amount of energy dissipation and hysteresis behavior of BRB frames. Also, changes in length and thickness of the angles in simple and semi-rigid connections and changes in length and thickness of plates in rigid connections have slight effects (less than 4%) on the overall frame behavior.

• 한국지반공학회지:지반
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• 제13권4호
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• pp.55-66
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• 1997

본 연구에서는 그물식 뿌리말뚝의 타설경사각과 횡방향저항력 사이의 관계를 비교분석하고자 여러가지의 타설경사각을 갖는 모형 그물식 뿌리말뚝을 제작하여 모형지반에 설치한 다음 횡방 향재하시험을 하였다. 모형 뿌리말뚝의 배치는 12개의 말뚝을 6개씩 2개의 크고 작은 동심원에 접하도록 하였는데 각각의 시험에 사용한 모형말뚝은 $0^{\circ}\;, 5^{\circ}\;, 10^{\circ}\;, 15^{\circ}\;, 20^{\circ}\;, 25^{\circ}$의 타설경사각을 갖 는 직경 5m의 강봉에 모래를 입힌 것이다. 횡방향하중을 받는 뿌리말뚝에 있어서 실험을 통해 얻은 하중변위곡선으로 판단해 볼 때 1mm정도의 횡방향변위에서는 타설경사각이 커질수록 횡방향저항력도 커지지만 최적 타설경사 각은 횡방향변위가 증가할수록 감소하며 6mm의 횡방향변위에서는 $17.5^{\circ}$. 타설경 사각 $0^{\circ}$횡방향저항력에 대한 최적 타설경사각에서의 횡방향저항력의 비는 횡방향변위가 증가할수록 감소하므로 횡방향변위가 커질수록 말뚝을 경사지게 배치함으로써 얻는 저항력 증대효과는 줄어들 것으로 예상된다.

• 한국해양공학회지
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• 제30권6호
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• pp.451-457
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• 2016

For a carferry with a displacement of 1,633 tonf, a seakeeping analysis-based direct load approach (DLA) was used in Part I of these series, where the final deliverable was the long-term probabilistic acceleration components. In Part II of these series, the tangential acceleration components are explained based on two approaches: a standard called the IMO CSS code and simple formulas with the probable maximum roll and pitch rotations. The subsequent tangential acceleration-induced external force components are also introduced for these two approaches. The lashing strength components were selected from the IMO CSS code. It was assumed that two different vehicles (a car and a truck) were stowed at the most distant locations on the main deck to assume the largest tangential acceleration components and were secured with four steel wires with longitudinal and transverse lashing angles of $45^{\circ}$. Four cases were considered, with different methods for predicting the acceleration components and different tools for the external loads and lashing strengths involved: cases Rule-LS (rule-based maximum probable roll and pitch angles for predicting the acceleration components in conjunction with LashingSafety), DLA-LS (seakeeping-based long-term acceleration components with LashingSafety), CSS-LC (IMO CSS code-based acceleration components using LashCon), and CSS-LS (IMO CSS code-based acceleration components using LashingSafety). In terms of the acceleration and external force components, the CSS-LC and CSS-LS results are more than two times the results of Rule-LS. Thus, when the external forces and lashing strengths are evaluated using CSS-LC and CSS-LS, the truck needs more lashing wires, while Rule-LS and DLA-LS predict that the present lashing configuration is on the safe side.

• 한국표면공학회지
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• 제45권3호
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• pp.111-116
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• 2012

Oblique angle deposition (OAD) is a physical vapor deposition method which utilizes non-normal angles between the substrate and the vaporizing source. It has been known that tilting the substrate changes the properties of the film deposited on it, which was thought to be a result of morphological change of the film. In this study, OAD has been applied to prepare single and multilayer Al films by magnetron sputtering. The magnetron sputtering source of 4 inch diameter was used to deposit the films. Al films have been deposited on Si wafers and cold-rolled steel sheets. The multilayer films were prepared by changing the tilting angle upside down at each layer interval, which means that when the first layer was deposited at an angle of $+45^{\circ}$, the second layer was deposited at an angle of $-45^{\circ}$, and vice versa. The microstructure, surface roughness and reflectance of the films were investigated using a scanning electron microscope, a surface profiler and a spectrophotometer, respectively. The corrosion resistance was measured and compared using the salt spray test. The single layer film prepared at an oblique angle of $60^{\circ}$ prepared at other angles. However, for the multilayer films, the film prepared at an oblique angle of $45^{\circ}$ showed the most compact and featureless structure. The multilayer films were found to exhibit higher corrosion resistance than the single layer films.

• 대한치과교정학회지
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• 제49권1호
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• pp.21-31
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• 2019

Objective: This study was performed to explore the effect of different bracket, archwire, and ligature combinations on resistance to sliding (RS) and rotational control in first-order angulation. Methods: Three types of brackets (multi-level low friction [MLF], self-ligating, and conventional brackets) coupled with four nickel-titanium archwires (0.012, 0.014, 0.016, and 0.018-inch diameter) and two stainless steel ligatures (0.20 and 0.25 mm) were tested in different first-order angulations ($0^{\circ}$, $2^{\circ}$, $4^{\circ}$, $6^{\circ}$, $8^{\circ}$, $10^{\circ}$, $15^{\circ}$, $20^{\circ}$) by using an Instron universal mechanical machine in the dry state at room temperature. RS value was evaluated and compared by one-way ANOVA. Results: Under the same angulation, the RS values showed the following order: conventional brackets > MLF brackets > self-ligating brackets. The RS was the highest for conventional brackets and showed a tendency to increase. The RS for MLF brackets coupled with thinner archwires and ligatures showed a similar tendency as the RS for the self-ligating bracket. In contrast, the RS for MLF brackets coupled with thicker archwires and ligatures increased like that for conventional brackets. MLF brackets showed the greatest range of critical contact angles in first-order angulation. Conclusions: The RS in first-order angulation is influenced by bracket design, archwire, and ligature dimension. In comparison with self-ligating and conventional brackets, MLF brackets could express low friction and rotational control with their greater range of critical contact angles.

• 한국재료학회지
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• 제9권7호
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• pp.724-734
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• 1999

본 연구는 플라즈마 용사법에 의해 일반구조용 강재 (SS41, 30$\times$40$\times$60mm$^{t}$ )와 연마제로 블래스팅을 실시한 강재 (SS41P) 및 SS41P에 세라믹 분말을 코팅한 강재 (SS41PC)에 대한 SEM, 표면경도. 표면거칠기. 접촉각을 측정하였으며 이들의 표면형태에 대한 기계적 .물리적 특성을 고찰하였다 사용한 세라믹 용사분말은 \circled1 $Al_2$O$_3$ : alumina \circled2 $Al_2$O$_3$ 95%, TiO$_2$ 5% : alumina titania \circled3 ZrO$_2$: 95%, $Y_2$O$_3$5% : zirconia yttria이었다. 또한 SS41, SS41P. SS41PC에 대해 범용 고분자인 PE, PVC, PP PET, PS를 접착시킨 후 이들의 표면접착특성을 조사하였다. 그 결과 인장전단강도와 박리강도의 특성에서 SS41보다는 SS41P와 SS41PC의 표면상태가 고분자들을 접착시켰을 때 더 우수한 접착강도특성을 나타내었다. 범용 고분자들의 접착강도는 PE > PET > PP > PS > PVC 순이었다. 그리고 세라믹 표면과 고분자의 접착특성은 세라믹 표면의 표면거칠기 정도와 고분자의 세라믹 표면에 대한 anchor 효과의 크기 순으로 증가하였으며, SS41PC와 PE의 접착강도는 분자표면의 규칙성에 기인된 Synergy효과에 의해서 PVC보다 우수하게 나타난 것으로 판정된다