• 대한인간공학회지
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• 제33권3호
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• pp.191-202
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• 2014

Objective: This study is conducted on the differences between flat and curved displays with respect to location of focused points, posture and satisfaction as well as preferred tilt angles. Background: In order to avoid physical and eye fatigue caused by misplayed sitting posture, many studies have asserted that the display requires appropriate location, size and tilt angle as well as curvature. However, most studies have focused on the work environment and the results are varied in the extent. Method: Eye height data in sitting posture were collected from 30 participants. Participants selected the most comfortable viewing angle within the range from $0^{\circ}$ to $12^{\circ}$ while watching videos for both curved and flat display. Then, physical and eye fatigue and overall satisfaction were subjectively evaluated. Lateral diagram describing viewing display condition was set and used to develop linear models for expecting the preferred tilt angle. Results: Due to sitting in the natural viewing posture rather than upright, the eye height is lowered to about 4.6 centimeters, on average, for both displays showing no significant differences. In contrast, preferred angles for the two displays are significantly different and this can be interpreted that curvature vary the points focused. Two linear models as functions of sitting eye height are developed to expect preferred tilt angle for each display. Based on the result of overall satisfaction evaluation, curved display is statistically better than flat display. Conclusion: The results show that flat and curved displays are significantly different expect for the viewing posture. However, reasons for preferring curved display are not accurately factorized and the linear models are limited in the experiment condition such as size of display, distance between display and viewer and other physical environmental factors. Further studies on curved displays under more various conditions are required. Application: This study can contribute to use of the curved display in various way.

• 한국전산구조공학회논문집
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• 제15권1호
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• pp.95-104
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• 2002

고강도 PSC 콘크리트 휨부재의 비선형 수치해석을 위해 적층법과 설계기준에 의한 비선형 모멘트 -곡률 관계의 계산방법이 제안되었다. 제안된 수치해석에 의한 모멘트-곡률 관계와 처짐계산을 위한 비선형 수치해석 과정에 의한 계산결과는 해석적인 방법에 의한 모멘트-곡률 관계 그리고 기존의 고강도 PSC 콘크리트 휨부재에 대한 실험결과와 비교되었다. 이 논문의 적층법에 의한 에너지흡수율은 강도설계법과 CEB-FIP 제안식보다 약 30%크게 계산되었다. 적층법에 의한 극한하중과 외부일은 각각 실험결과의 92%와 85%로 안전하게 계산되었으며, 강도설계법은 97%와 122%로 극한하중에 대해서는 안전하나 외부일은 과대 평가되었다. CEB-FIP 제안식은 극한하중과 외부일에서 실험결과의 113% 와 173%로 고강도 콘크리트에 대한 극한변형률 0.0035의 적용에 문제가 있었다 제안된 비선형 수치해석 과정은 고강도 PS 콘크리트 휨부재의 거동을 극한상태까지 안정적으로 해석할 수 있었으며, 극한하중의 80%가지 하중-처짐 관계와 균열의 전파정도의 계산결과는 실험결과와 유사하였다

• 한국음향학회지
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• 제21권8호
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• pp.744-756
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• 2002

현재 복부용 초음파 진단장치에 가장 일반적으로 사용되고 있는 3.5 ㎒의 굴곡형 선형배열 (curved linear array) 탐촉자가 인체 중에 만드는 과도음장을 체계적으로 해석함으로써, 음장의 측면에서 보다 우수한 초음파 영상이 기대되는 탐촉자의 설계 파라메터를 도출하고자 시도하였다. 음장해석에 있어서는 방사파형을 일정하게 가정한 상태에서 탐촉자 요소의 크기, 곡률 반경, 개구내 압전소자에 대한 구동신호의 진폭 가중치 적용 등의 파라메터를 음장 형성의 지배적인 요소로서 고려하였다. 시뮬레이션의 결과, 탐촉자의 곡률 반경 및 개구높이를 줄이고 해밍 (Hamming) 창 형태의 진폭 가중치 적용을 실시함으로써 기존의 전형적인 탐촉자보다 부엽 (side lobe)의 영향이 적은 우수한 초음파 빔을 형성하는 새로운 탐촉자의 설계 파라메터가 얻어졌다.

• 대한조선학회논문집
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• 제57권2호
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• pp.114-123
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• 2020

A high-order potential-based panel method based on Green's theorem, with piecewise-linear dipole strength on triangular panels, is formulated for the analysis of potential flow around a three-dimensional wing. Previous low-order panel methods adopt square panels with piecewise-constant dipole strength, which results in inherent errors. Square panels can not represent a high curvature lifting body, such as propellers, since the four vertices of the square panel do not locate at the same flat plane. Moreover the piecewise-constant dipole strength induces inevitable errors due to the steps in dipole strength between adjacent panels. In this paper a high-order panel method is formulated to improve accuracy by adopting a piecewise linear dipole strength on triangular panels. Firstly, the square panels are replaced by triangular panels in order to increase the geometric accuracy in representing the shape of the object with large curvature. Next, the step difference of the dipole strength between adjacent panels is removed by adopting piecewise-linear dipole strength on the triangular panels. The calculated results by the present method is compared with analytical ones for simple non-lifting geometries, such as ellipsoid. The results for an elliptic wing with zero thickness at finite angle of attack are compared with Jordan's results. The comparison shows reasonable agrements for the both lifting and non-lifting bodies.

• 한국가스학회지
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• 제14권3호
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• pp.46-52
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• 2010

삼지화염의 화염안정화 메커니즘 중 중요한 한 가지는 화염전파속도이다. 화염전파속도의 정량적인 규명을 위해 Bilger는 층류 유동이론에 근거하여 혼합분율 기울기에 비선형적으로 연관된 삼지화염전파속도를 제시하였다. 그러나 지금까지의 연구에서는 화염의 곡률 반경과 스칼라소산율에 따른 삼지화염 전파속도에 관하여 논의된 바가 없으며, 본 논문에서는 수치해석을 통해 화염전파속도에 따른 화염의 곡률반경과 스칼라소산율의 관계를 살펴보았다. 본 논문의 결과로 연료의 노즐 출구속도에 따라 화염전파속도가 거의 선형적으로 변화됨을 알 수 있었다. 또 화염전파속도에 따라 스칼라소산율은 비선형적인 감소를 보였으며, 곡률반경은 거의 선형적인 변화를 보임을 알 수 있었다. 또 스칼라소산율에 따른 곡률 반경의 경우 비선형적인 감소를 보였다. 따라서 화염전파속도와 스칼라소산율 및 화염의 곡률반경 사이에 직접적인 연관성이 있는 것을 확인하였다.

• Computers and Concrete
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• 제22권1호
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• pp.11-25
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• 2018

A numerical approach for the evaluation of the flexural response of Steel Fibrous Concrete (SFC) cross-sections with arbitrary geometry, with or without conventional steel longitudinal reinforcing bars is proposed. Resisting bending moment versus curvature curves are calculated using verified non-linear constitutive stress-strain relationships for the SFC under compression and tension which include post-peak and post-cracking softening parts. A new compressive stress-strain model for SFC is employed that has been derived from test data of 125 stress-strain curves and 257 strength values providing the overall compressive behaviour of various SFC mixtures. The proposed sectional analysis is verified using existing experimental data of 42 SFC beams, and it predicts the flexural capacity and the curvature ductility of SFC members reasonably well. The developed approach also provides rational and more accurate compressive and tensile stress-strain curves along with bending moment versus curvature curves with regards to the predictions of relevant existing models.

• 멤브레인
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• 제7권2호
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• pp.84-94
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• 1997

Hollow fiber의 diameter와 curvature 및 turn수 등의 변화에 따른 첫번째 모듈 set와 두번째 모듈 set 사이의 성능비교가 이루어졌다. 모든 실험들은 같은 transmembrane pressure와 막면적당 에너지 소모하에서 수행되었다. 첫번째 모듈 set에 대해서 Dean vortices에 의한 농도분극과 막오염현상의 감소시키는 효과가 매우 작음을 알 수 있었다. 두번째 모듈 set에 대해서 115%의 투과 flux 향상값 (투과 flux 증분 ${\times}100$/선형 모듈의 투과 flux)을 보였다. 이로부터 두번째 모듈 set가 yeast suspension에 의한 농도분극과 막오염현상의 감소에 훨씬 효과적임을 알 수 있었다.

• 대한기계학회논문집A
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• 제21권6호
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• pp.925-932
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• 1997

Two shear-flexible curved axisymmetric shell elements with two nodes, LCCS(linear curvature and constant strain) and CCCS(constant curvature and constant strain) are designed based on the assumed meridional strain fields and shallow shell geometry. At the element level, meridional curvature, membrane strain and shear strain fields are assumed by using polynomials and the displacement fields are obtained by integrating the assumed strain fields along the shallowly curved meridian. The formulated elements have high order displacement fields consistent with the strain field. Several test problems are given to demonstrate the performance of the two elements. Analysis results obtained reveal that the elements are very accurate in the displacement and the stress predictions.

• 대한수학회지
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• 제53권5호
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• pp.1077-1100
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• 2016

We develop an invariant local theory of Lorentz surfaces in pseudo-Euclidean 4-space by use of a linear map of Weingarten type. We find a geometrically determined moving frame field at each point of the surface and obtain a system of geometric functions. We prove a fundamental existence and uniqueness theorem in terms of these functions. On any Lorentz surface with parallel normalized mean curvature vector field we introduce special geometric (canonical) parameters and prove that any such surface is determined up to a rigid motion by three invariant functions satisfying three natural partial differential equations. In this way we minimize the number of functions and the number of partial differential equations determining the surface, which solves the Lund-Regge problem for this class of surfaces.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2003년도 춘계학술발표대회 논문집
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• pp.215-219
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• 2003

Buckling and post-buckling Analysis of Ludwick type and modified Ludwick type elastic materials was carried out. Because the constitutive equation, or stress-strain relationship is different from that of linear elastic one, a new governing equation was derived and solved by $4^{th}$ order Runge-Kutta method. Considered as a special case of combined loading, the buckling under both point and distributed load was selected and researched. The final solution takes distinguished behavior whether the constitutive relation is chosen to be modified or non-modified Ludwick type as well as linear or non-linear. We also derived strain energy function for non-linear elastic constitutive relationship. By doing so, we calculated the criterion function which estimates the stability of the equilibrium solutions and determines critical buckling load for non-linear cases. We applied this theory to the constitutive relationship of fabric, which also is the non-linear equation between the applied moment and curvature. This results has both technical and mathematical significance.