• 제목/요약/키워드: Linear Curvature

검색결과 242건 처리시간 0.019초

평지 전통마을 갈림길의 중심각과 곡률반경에 관한 연구 (Model on the Relationship between the Radius of Curvature and Central Angle -the Case of Divided-roads in Flat Traditional Villages-)

  • 김윤하;안계복
    • 한국조경학회지
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    • 제28권2호
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    • pp.10-16
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    • 2000
  • The purpose of this study is to identify relationships between a central angle and a radius of curvature of divided roads in flat terrain of traditional villages, suggesting layout criteria for traditional villages: Nak-an, Sung-Eup, Ha-Whe. This study is sought to find the optimum model through the various SAS regression analyses. a regression analysis of this data was adopted to induce the relationship formula between a central angle of curve and a radius of curvature. Results of this study are as follows: 1) Most of the divided roads in traditional villages have a complex curve rather than a simple curve. 2) A central angle of curve has ranged from 11$^{\circ}$to 127$^{\circ}$, with a mean degree of 63.9. 3) In the lower level of central angle(11-40$^{\circ}$), the branch roads have distributed with a high frequency, but with a low frequency in the higher level of central angle(90-140$^{\circ}$). 4) A radius of curvature in the divided roads has ranged from 0.9m to 59.6, but half of the roads have concentrated on 1-6m of the curvature. 5) Compared to the result of hilly villages in previous study(Ahn, 1999), value of central angels in flat villages is lower than that of hilly villages, while a mean value of the curvature is higher than that of hilly villages. 6) A Non-linear regression analysis, resulting from the SAS application, was useful method to induce a relationship formula between a central angle and a radius of curvature in the branch roads. Our study's formula is as follow: R=100.3*EXP(-0.06*$\delta$)+3.91. 7) Our study model has less error than that of the Kishizuka's method, being applicable to a broader range of the branch roads. 8) A minimum radius of curvature in our study has showed 3.9m, suggesting to reconsider applications of the Kishizuka's(5.8m) in the footpass design, In the study for this presupposition model the efficiency and utility of it can be estimated to grow large according to how much and how far it includes both extremes of data. This study is for the application to a design in future through the numerical formula of divided roads of various traditional villages. The studies from now on will be about the quasi-hilly quasi-hilly village and hilly village supplementing these factors more.

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케이블 트러스 지붕 시스템의 역학적 특성 (Mechanical Characteristics of Cable Truss Roof Systems)

  • 박강근;이동우
    • 한국공간구조학회논문집
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    • 제16권2호
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    • pp.89-96
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    • 2016
  • Cable structures are lightweight structures of flexible type, cable members have only axial stiffness related to tension, they can carry neither bending nor compression. This study is the analysis of cable truss systems are composed of upper and low cables by connecting bracing cables, the structural principle is based on a tensegrity system by using bracing tension members, discontinuous compression members and continuous tension members. A hanging roof of cable truss system is too flexible against vertical loads, most cable members are stabilized by connecting the prestressed upper and lower cable by bracing cables. A cable truss roof system is formed by adding a set of cables with reverse curvature to the suspension cables. With the sets of cables having opposite curvature to each other, cable truss is able to carry vertical load in both upward and downward direction with equal effectiveness, and then a cable truss acts as load bearing elements by the assemble of ridge cables, valley cables and bracing cables. This paper will be shown the geometric non-linear analysis result of cable truss systems with various sag ratio for deflections and tensile forces, the analytical results are compared with the results of other researchers.

충적층 입자 특성을 고려한 수평집수정 굴착 속도 추정 (Estimation of Drilling Velocity for Horizontal Wells Based on Alluvial Sediment Characteristics)

  • 김규범;이정운;이치형
    • 지질공학
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    • 제25권2호
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    • pp.273-280
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    • 2015
  • 강변여과수의 수평집수정 시공시 불균질성 지층에 의한 굴착 지연 등은 전체 굴착 공정에 영향을 미칠 수 있다. 본 연구에서는 안성천 지역에서 시공 중인 수평집수정의 굴착 과정에서 심도별로 취득된 입도분석 자료, 균등계수, 곡률계수를 활용하여 실제 굴착 속도를 추정하는 방안을 제시하였다. 균등계수와 곡률계수를 입력인자로 사용한 회귀식을 도출한 후 타 수평집수정에 적용한 결과, 조립질이면서 분급이 양호한 지층에 추정식이 잘 맞는 것으로 나타났다. 본 연구 결과는 중소규모의 하천을 대상으로 개발된 만큼, 향후 대하천 주변의 굴착 정보를 활용하여 추정식을 보완한다면 보다 정확한 설계 및 효율적인 시공 관리가 가능할 것이다.

Experimental and numerical study on large-curvature curved composite box girder under hogging moment

  • Zhu, Li;Wang, Jia J.;Zhao, Guan Y.;Huo, Xue J.;Li, Xuan
    • Steel and Composite Structures
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    • 제37권2호
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    • pp.117-136
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    • 2020
  • Curved steel-concrete composite box girder has been widely adopted in urban overpasses and ramp bridges. In order to investigate its mechanical behavior under complicated and combined bending, shear and torsion load, two large-curvature composite box girders with interior angles of 25° and 45° were tested under static hogging moment. Based on the strain and deflection measurement on critical cross-sections during the static loading test, the failure mode, cracking behavior, load-displacement relationship, and strain distribution in the steel plate and rebar were investigated in detail. The test result showed the large-curvature composite box girders exhibited notable shear lag in the concrete slab and steel girder. Also, the constraint torsion and distortion effect caused the stress measured at the inner side of the composite beam to be notably higher than that of the outer side. The strain distribution in the steel web was approximately linear; therefore, the assumption that the plane section remains plane was approximately validated based on strain measurement at steel web. Furthermore, the full-process non-linear elaborate finite element (FE) models of the two specimens were developed based on commercial FE software MSC.MARC. The modeling scheme and constitutive model were illustrated in detail. Based on the comparison between the FE model and test results, the FE model effectively simulated the failure mode, the load-displacement curve, and the strain development of longitudinal rebar and steel girder with sufficient accuracy. The comparison between the FE model and the test result validated the accuracy of the developed FE model.

Non-linear study of mode II delamination fracture in functionally graded beams

  • Rizov, Victor I.
    • Steel and Composite Structures
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    • 제23권3호
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    • pp.263-271
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    • 2017
  • A theoretical study was carried-out of mode II delamination fracture behavior of the End Loaded Split (ELS) functionally graded beam configuration with considering the material non-linearity. The mechanical response of ELS was modeled analytically by using a power-law stress-strain relation. It was assumed that the material is functionally graded transversally to the beam. The non-linear fracture was investigated by using the J-integral approach. Equations were derived for the crack arm curvature and zero axes coordinate that are needed for the J-integral solution. The analysis developed is valid for a delamination crack located arbitrary along the beam height. The J-integral solution was verified by analyzing the strain energy release rate with considering material non-linearity. The effects of material gradient, non-linear material behavior and crack location on the fracture were evaluated. The solution derived is suitable for parametric analyses of non-linear fracture. The results obtained can be used for optimization of functionally graded beams with respect to their mode II fracture performance. Also, such simplified analytical models contribute for the understanding of delamination fracture in functionally graded beams exhibiting material non-linearity.

Characteristic of size distribution of rock chip produced by rock cutting with a pick cutter

  • Jeong, Hoyoung;Jeon, Seokwon
    • Geomechanics and Engineering
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    • 제15권3호
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    • pp.811-822
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    • 2018
  • Chip size distribution can be used to evaluate the cutting efficiency and to characterize the cutting behavior of rock during cutting and fragmentation process. In this study, a series of linear cutting tests was performed to investigate the effect of cutting conditions (specifically cut spacing and penetration depth) on the production and size distribution of rock chips. Linyi sandstone from China was used in the linear cutting tests. After each run of linear cutting machine test, the rock chips were collected and their size distribution was analyzed using a sieving test and image processing. Image processing can rapidly and cost-effectively provide useful information of size distribution. Rosin-Rammer distribution pamameters, the coarseness index and the coefficients of uniformity and curvature were determined by image processing for different cutting conditions. The size of the rock chips was greatest at the optimum cut spacing, and the size distribution parameters were highly correlated with cutter forces and specific energy.

자성유체를 이용한 Linear Pump의 설계와 제작 (Design of Magnetic Fluid Linear Pump)

  • 박관수;박상호
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1999년도 하계학술대회 논문집 A
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    • pp.37-39
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    • 1999
  • In this paper, the magnetic fluid linear pump is designed. Inside the small tube, magnetic fluid is shielded with thin rubber protector. The magnetic fluid activated by traveling pulses of magnetic field drags the water inside the pump. The iterative algorithm for the shape of magnetic fluid is presented by using nonlinear finite element method and Navier-Stokes equations. The computed curvature of fluid under the magnetic field and the gravitational force is agreed well with photograph image. The dimension and electric configurations of the magnetic linear pump are optimized and the results are compared with measurements.

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각막곡률계를 이용한 안경렌즈 곡률반경 측정방법에 관한 연구 (The Study about Measuring Method in Radius of Eyeglasses Lens Curvature by using Keratometer)

  • 차정원
    • 한국안광학회지
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    • 제17권2호
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    • pp.127-133
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    • 2012
  • 목적: 각막곡률계를 이용하여 비접촉식으로 안경렌즈의 곡률반경을 측정할 수 있는 방법에 관하여 조사하고자 한다. 방법: 각막곡률계의 전면부에 -9.50 D ~ -11.50 D의 시력검사용 시험렌즈를 부착한 후 안경렌즈를 각막곡률계의 전면부에서 약 25 cm 가량 떨어진 곳에 설치한다. 안경렌즈의 위치를 조금씩 변경시키며 선명한 마이어상을 관찰하여 곡률반경을 측정한 후, 구면계를 이용하여 곡률반경의 보정공식을 만든다. 결과: 전면부에 시험렌즈를 부착한 각막곡률계를 이용하여 곡률반경 측정이 성공적으로 수행되었다. 측정한 곡률반경은 구면계 데이터를 이용하여 보정값으로 변환 되었으며, 보정값을 만드는 직선의 방정식 5가지를 얻었다. 임의의 여러 가지 렌즈들을 전면부에 시험렌즈가 부착된 각막곡률계로 측정한 후 직선의 방정식을 이용하여 계산한 결과 3.5% 미만의 오차로 측정이 가능함을 알았다. 결론: 전면부에 시험렌즈를 부착한 각막곡률계를 이용하여 비접촉식으로 안경렌즈의 곡률반경을 측정하는 것이 가능하며, 그 정확도는 렌즈메져보다 오히려 높은 것으로 나타났다.

곡률 계산에 의한 해저면 지형요소 추출 기법 개발 (The Development of Topographic Feature Extraction Method by use of the Seafloor Curvature Measurement)

  • 김현섭;정미숙;박정기
    • 지구물리와물리탐사
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    • 제10권3호
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    • pp.163-172
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    • 2007
  • 해저면에 반복적으로 나타나는 특정 지형요소를 추출할 수 있는 곡률계산법을 개발하여 태평양 심해 평원지역의 수심자료에 적용하였다. 선형 최소자승오차법을 사용하여 해저면을 임의의 2차원 곡면으로 구성할 수 있으며, 해당 곡면의 곡률은 결정된 2차항 계수간의 관계를 이용하여 고유값(eigen value)을 통해 계산하였다. 곡률의 크기와 부호 변화는 해저구릉, 해저계곡과 같이 해저면 지형의 기하학적 형태에 따라 다르게 나타났다. 곡면 구성에 참여하는 자료의 개수에 따른 반응을 비교하여 최적의 곡면 크기를 설정하였고, 계산된 곡률과 지형요소간의 대응관계를 설정하기 위한 최적의 한계값을 실제 자료와의 비교를 통해 결정하였다. 또한, 배경잡음에 민감하게 반응하는 기존 곡률 계산 방법을 개선하여 고유값의 합을 사용하는 새로운 곡률 계산법을 적용한 결과 추출한 지형요소간의 주향방향 연장성을 향상시킬 수 있었다. 곡률계산에 의한 지형요소 추출법은 망간단괴 채광 가능지역 추출을 위한 효과적인 방법임을 확인할 수 있었다.

Software for biaxial cyclic analysis of reinforced concrete columns

  • Shirmohammadi, Fatemeh;Esmaeily, Asad
    • Computers and Concrete
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    • 제17권3호
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    • pp.353-386
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    • 2016
  • Realistic assessment of the performance of reinforced concrete structural members like columns is needed for designing new structures or maintenance of the existing structural members. This assessment requires analytical capability of employing proper material models and cyclic rules and considering various load and displacement patterns. A computer application was developed to analyze the non-linear, cyclic flexural performance of reinforced concrete structural members under various types of loading paths including non-sequential variations in axial load and bi-axial cyclic load or displacement. Different monotonic material models as well as hysteresis rules, were implemented in a fiber-based moment-curvature and in turn force-deflection analysis, using proper assumptions on curvature distribution along the member, as in plastic-hinge models. Performance of the program was verified against analytical results by others, and accuracy of the analytical process and the implemented models were evaluated in comparison to the experimental results. The computer application can be used to predict the response of a member with an arbitrary cross section and various type of lateral and longitudinal reinforcement under different combinations of loading patterns in axial and bi-axial directions. On the other hand, the application can be used to examine analytical models and methods using proper experimental data.