• 제목/요약/키워드: curvature-based

검색결과 906건 처리시간 0.021초

Capacity and the moment-curvature relationship of high-strength concrete filled steel tube columns under eccentric loads

  • Lee, Seung-Jo
    • Steel and Composite Structures
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    • 제7권2호
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    • pp.135-160
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    • 2007
  • Recently, CFT column has been well-studied and reported on, because a CFT column has certain superior structural properties as well as good productivity, execution efficiency, and improved rigidity over existing columns. However, CFT column still has problems clearing the capacity evaluation between its steel tube member and high-strength concrete materials. Also, research on concrete has examined numerical values for high-strength concrete filled steel square tube columns (HCFT) to explain transformation performance (M-${\phi}$) when a short-column receives equal flexure-moment from axial stress. Moment-curvature formulas are proposed for HCFT columns based on analytic assumption described in this paper. This study investigated structural properties (capacity, curvature), through a series of experiments for HCFT with key parameters, such as strength of concrete mixed design (58.8 MPa), width-thickness ratio (D/t), buckling length to sectional width ratio (Lk/D) and concrete types (Zeolite, Fly-ash, Silica-fume) under eccentric loads. A comparative analysis executed for the AISC-LRFD, AIJ and Takanori Sato, etc. Design formulas to estimate the axial load (N)-moment (M)-curvature (${\phi}$) are proposed for HCFT columns based on tests results described in this paper.

평면이방성을 고려한 사각엠보싱 공정의 미세면굴곡에 대한 연구 (A Study on the Surface Deflection in Rectangular Embossing Considering Planar Anisotropy)

  • 김진학;정완진
    • 소성∙가공
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    • 제22권6호
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    • pp.310-316
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    • 2013
  • Recently, numerical predictions of surface deflection based on curvature analysis have been developed. In the current study, a measure of surface deflection is proposed as the maximum variation of curvature difference between the panel and the tool in order to account for surfaces that have high curvature. The current study focused on the assessment of accuracy for the surface deflection prediction with the consideration of planar anisotropy. As an example, a shallow rectangular drawn part with rectangular embossing was considered. In terms of the proposed surface deflection measure, the maximum variation of curvature difference, the prediction with a planar anisotropic model shows better correspondence with experiment than the one using a normal anisotropic model.

모멘트-곡률 관계에 기초한 반복하중을 받는 철근콘크리트 보의 비선형 해석 (Nonlinear Analysis of RC Beams under Cyclic Loading Based on Moment-Curvature Relationship.)

  • 곽효경;김선필
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2000년도 가을 학술발표회논문집
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    • pp.190-197
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    • 2000
  • A moment-curvature relationship to simulate the behavior of reinforced concrete beam under cyclic loading is introduced. Unlike previous moment-curvature models and the layered section approach, the proposed model takes into consideration the bond-slip effect by using monotonic moment-curvature relationship constructed on the basis of the bond-slip relation and corresponding equilibrium equation at each nodal point. In addition, the use of curved unloading and reloading branches inferred from the stress-strain relation of steel gives more exact numerical result. The advantages of the proposed model, comparing to layered section approach, may be on the reduction in calculation time and memory space in case of its application to large structures. The modification of the moment-curvature relation to reflect the fixed-end rotation and pinching effect is also introduced. Finally, correlation studies between analytical results and experimental studies are conducted to establish the validity of the proposed model.

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형상비 2.5의 RC 교각의 내진 곡률연성도 (Seismic Curvature Ductility of RC Bridge Piers with 2.5 Aspect Ratio)

  • 정영수;박창규;이은희
    • 한국지진공학회논문집
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    • 제8권3호
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    • pp.1-12
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    • 2004
  • 1989년 로마프리타지진 및 1995년 효고현 남부지진등 많은 교각에서 휨-전단 파괴에 의한 피해가 발생하였다. 그럼에도 불구하고 지금까지의 교각의 내진성능에 관한 연구는 대부분 휨파괴에 대한 연구가 지배적이었다. RC 교각의 내진성능은 교각의 소성힌지구간의 성능에 좌우되고 있으며, 소성힌지의 연성은 곡률에 의해 평가하는 것이 바람직하다. 실험연구는 지진하중의 손상을 입은 RC교각의 휨전단거동에 관한 소성힌지구간 내의 곡률변화를 평가하였다. 실험에 사용된 7기의 실험체는 형상비 2.5에 횡방향 구속력, 주철근의 겹침이음 그리고 섬유보강을 변수로 가지고 있다. 이 실험체는 유사동적실험 수행을 통해 손상을 주었으며, 유사동적실험 후에는 일정한 축력,$P=0.1f_{ck}A_g$을 유지하면서 변위제어방식으로 유사정적실험을 실시하여 잔류내진성능을 평가하였다. 실험 결과 기초에서 15cm 구간에 가장 큰 곡률이 발생하였으며 파괴도 이 단면에 집중되었다. 또한, 연성도 분석결과 주철근이 겹침이음 된 RC 교각이 낮은 곡률연성도를 보였으며, 이를 섬유보강한 실험체의 휨강성과 곡률연성도는 현저히 개선되었다. 그리고, 교각의 곡률변화를 분석하여 횡구속력을 고려한 등가소성힌지길이 산정식을 제안하였으며, 이 제안된 식을 적용하여 변위연성도와 곡률연성도 관계를 분석하였다.

Two-wheeler Detection System using Histogram of Oriented Gradients based on Local Correlation Coefficients and Curvature

  • Lee, Yeunghak;Kim, Taesun;Shim, Jaechang
    • Journal of Multimedia Information System
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    • 제2권4호
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    • pp.303-310
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    • 2015
  • Vulnerable road users such as bike, motorcycle, small automobiles, and etc. are easily attacked or threatened with bigger vehicles than them. So this paper suggests a new approach two-wheelers detection system riding on people based on modified histogram of oriented gradients (HOGs) which is weighted by curvature and local correlation coefficient. This correlation coefficient between two variables, in which one is the person riding a bike and other is its background, can represent correlation relation. First, we extract edge vectors using the curvature of Gaussian and Histogram of Oriented Gradients (HOG) which includes gradient information and differential magnitude as cell based. And then, the value, which is calculated by the correlation coefficient between the area of each cell and one of bike, can be used as the weighting factor in process for normalizing the HOG cell. This paper applied the Adaboost algorithm to make a strong classification from weak classification. The experimental results validate the effectiveness of our proposed algorithm show higher than that of the traditional method and under challenging, such as various two-wheeler postures, complex background, and even conclusion.

ON A CLASS OF COMPLETE NON-COMPACT GRADIENT YAMABE SOLITONS

  • Wu, Jia-Yong
    • 대한수학회보
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    • 제55권3호
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    • pp.851-863
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    • 2018
  • We derive lower bounds of the scalar curvature on complete non-compact gradient Yamabe solitons under some integral curvature conditions. Based on this, we prove that potential functions of Yamabe solitons have at most quadratic growth for distance function. We also obtain a finite topological type property on complete shrinking gradient Yamabe solitons under suitable scalar curvature assumptions.

히스토그램의 양방향 분포함수를 이용한 영상분할 (Image Segmentation Using Bi-directional Distribution Functions of Histogram)

  • 남윤석;하영호;김수중
    • 대한전자공학회논문지
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    • 제24권6호
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    • pp.1020-1024
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    • 1987
  • Image segmentation based on the curvature of bi-directiona distribution functions of histogram with no mode informations is proposed. The curvature is an oscillating function and can be approximated to a polynomial form with a least square method using the Chebyshev basis. Nonhomogeneous linea equations are solved by Gauss-elimination method. In the proposed algorithm, critical points of the curvature are obtained on each direction to compensate the segmentation parameters, which can be ignored in only one-directional histogram.

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A NOTE ON (𝑘, 𝜇)'-ALMOST KENMOTSU MANIFOLDS

  • Yadav, Sunil Kumar;Mandal, Yadab Chandra;Hui, Shyamal Kumar
    • 호남수학학술지
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    • 제43권4호
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    • pp.571-586
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    • 2021
  • The present paper deals with the study of generalized quasi-conformal curvature tensor inside the setting of (𝑘, 𝜇)'-almost Kenmotsu manifold with respect to 𝜂-Ricci soliton. Certain consequences of these curvature tensor on such manifold are likewise displayed. Finally, we illustrate some examples based on this study.

ROTATIONALLY SYMMETRIC SOLUTIONS OF THE PRESCRIBED HIGHER MEAN CURVATURE SPACELIKE EQUATIONS IN MINKOWSKI SPACETIME

  • Man Xu
    • 대한수학회보
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    • 제61권1호
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    • pp.29-44
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    • 2024
  • In this paper we consider the existence of rotationally symmetric entire solutions for the prescribed higher mean curvature spacelike equations in Minkowski spacetime. As a first step, we study the associated 0-Dirichlet problems on a ball, and then we prove that all possible solutions can be extended to + ∞. The proof of our main results are based upon the topological degree methods and the standard prolongability theorem of ordinary differential equations.

Exploring and calibrating local curvature effect of cortical bone for quantitative ultrasound (QUS)

  • Chen, Jiangang;Su, Zhongqing;Cheng, Li;Ta, De-An
    • Structural Engineering and Mechanics
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    • 제48권4호
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    • pp.501-518
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    • 2013
  • Apart from thinning of cortical layers, the local bone curvature, varying along bone periphery, modulates ultrasound waves as well, which is however often underestimated or overlooked in clinical quantitative ultrasound (QUS). A dedicated three-dimensional finite element modelling technique for cortical bones was established, for quantitatively exploring and calibrating the effect of local curvature of cortical bone on ultrasound. Using a correlation-based mode extraction technique, high-velocity group (HVG) and low-velocity group (LVG) wave modes in a human radius were examined. Experimental verification using acrylic cylinders and in vitro testing using a porcine femur were accomplished. Results coherently unravelled the cortical curvature exerts evident influence on bone-guided ultrasound when RoC/${\lambda}$ <1 for HVG mode and RoC/${\lambda}$ <2 for LVG mode (RoC/${\lambda}$: the ratio of local bone curvature radius to wavelength); the sensitivity of LVG mode to bone curvature is higher than HVG mode. It has also been demonstrated the local group velocity of an HVG or LVG mode at a particular skeletal site is equivalent to the velocity when propagating in a uniform cylinder having an outer radius identical to the radius of curvature at that site. This study provides a rule of thumb to compensate for the effect of bone curvature in QUS.