• 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.

• 대한소아치과학회지
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• 제30권4호
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• pp.637-642
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• 2003

유치근의 치근이개와 만곡에 관련된 형태학적 특성은 치열교환기의 치근 흡수 및 근단 병소의 양상을 결정지을 뿐 아니라, 성공적인 치수치료에 심대한 영향을 미친다. 본 연구는 하악 제 2유구치 근관 만곡의 각도, 반경 및 만곡 시작점을 측정해 봄으로써, 유치근과 근관의 해부학적 형태를 정밀 분석할 목적으로 시행되었다. 연구재료로는 $3{\sim}6$세의 어린이의 제 2 유구치 구내 치근단 방사선 사진 50매를 사용하였다. 근단공이 미완성이거나 흡수된 것을 제외하고, 방사선상의 왜곡이 적으며 근관 형태의 판독이 가능한 것을 선택하고, 자료를 digital image화하여 이미지 분석용 software Scion Image Beta 4.02 (Scion Co. USA)를 이용하여 만곡을 분석하였다. 그리고 Schneider법에 의해 만곡도를 측정하고, Schaefer 등의 방법에 의해 만곡반경을 측정하였으며, 아울러 만곡개시거리를 측정하고 근원심근 간의 비교를 통하여 다음과 같은 결과를 얻었다. 1. 제 2유구치의 만곡도는 근심근에서 $17.3^{\circ}{\pm}5.0$, 원심근에서 $27.9^{\circ}{\pm}6.0$로 원심근에서 크게 나타났다(p<0.05). 2. 만곡반경은 근심근에서 $8.7\;mm{\pm}2.5$, 원심근에서 $5.8\;mm{\pm}1.5$로 근심근에서 크게 나타났다(p<0.05). 3. 만곡개시거리는 근심근에서 $4.1\;mm{\pm}0.6$, 원심근에서 $4.2\;mm{\pm}0.6$로 양 근간에 차이가 없었다(p<0.05).

• Steel and Composite Structures
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• 제13권4호
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• pp.327-341
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• 2012

With the advantages of large span, light deadweight and convenient construction, the steel-concrete composite beam (SCCB) has been rapidly developed as a medium span bridge. Compared with common beams, the global stiffness of SCCB is discontinuous and in a staged distribution. In this paper, the analysis model for the simply-supported SCCB is established and the vibration equations are derived. The natural vibration characteristics of a simply-supported SCCB are analyzed, and are compared with the theoretical and experimental results. A curvature mode measurement method is proposed to identify the shear connector damage of SCCB, with the stiffness reduction factor to describe the variation of shear connection stiffness. By analysis on the $1^{st}$ to $3^{rd}$ vertical modes, the distribution of shear connectors between the steel girder and the concrete slab are well identified, and the damage locations and failure degrees are detected. The results show that the curvature modes can be used for identification of the damage location.

• 복식
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• 제55권5호
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• pp.55-64
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• 2005

The concern with three-dimensional measurement has been growing in recent years. And over the last few years, several studies have been made on three-dimensional measurement. Some of the studies using a three-dimensional measurement have focused on type of form of human body and evaluation of fitness. But there has been no study about applications of three-dimensional measurement system for shape analysis. So, the purpose of this study was to investigate about application of three-dimensional mea-surement system lot shape analysis. The instrument and tools for three-dimensional measurement was Whole Body 3D scanner(model name: Exyma-WBS2H). Analysis program used in experiment is Rapid Form 2004 PPI (INUS technology, Int, Korea). The following results were obtained; 1. The point data using three-dimensional measurement system built 3D model. 2. The three-dimensional data were used to analyze length and curvature of shape. 3. The shape using three-dimensional measurement system could be used in variety field.

• 천문학회보
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• 제43권1호
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• pp.49.4-49.4
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• 2018

We present measurement results of the fabricated ultra wideband corrugated horn for the planned ASTE band7+8 receiver. Return loss and vector beam pattern measurements were carried out over 275-500 GHz frequency range. Hardware set-ups for these measurements are described as well as beam measurement data are compared with such design criteria as beam width, phase curvature and cross-polarization. We discuss the impact of these beam measurement results to the aperture efficiency of the proposed 2-mirror receiver optics for the ASTE telescope.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집E
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• pp.819-824
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• 2001

Mean velocity and Reynolds stress components of the developing turbulent flows in a rotating 90 degree bend with square cross-section were measured by a hot-wire anemometer. Effects of the centrifugal and Coriolis forces generated by the curvature and rotation of bend on the mean motion and turbulence structures are investigated experimentally. Results show that the Coriolis force associated with the rotation of the bend may act both through the mean motion and turbulent structures, thereby changing the pressure fields, mean and turbulent velocities distributions.

• 대한기계학회논문집
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• 제6권4호
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• pp.315-322
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• 1982

The slab analogy method was introduced in the 1920's for the first time as a new experimental stress analysis method. Notwithstanding its theoretical propriety, this method has not been recognized as efficient one because of its difficulty in practical measurement of the slab curvature. In this paper, aiming at experimental determination of two-dimensional stress intensity factors(S. I. F) of arbitrarily shaped cracks which had been regarded as almost impossible by conventional method, the slab analogy was reevaluated. Measuring of slab curvature was replaced by three simple measuring factors to overcome vital slab-analogy's shortcoming by joint use of the shadow-moire method. A determination formula was also derived from the theory of fracture mechanics. By this newly exploited method, it was found that the slab analogy still has its great advantage in determination of S.I.F. of arbitrarily shaped cracks with considerable accuracy compared with existent experimental methods.

• 대한전자공학회논문지
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• 제27권5호
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• pp.757-766
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• 1990

In this paper a new knowledge based vision system using orientation information on each surface of the 3-dimensional object is discussed. The measurement of the orientation information is performed by photometric stereo method. And then the obtained orientations are segmented using Gaussian curvature and mean curvature. A hierarchical knowledge base which is based on the characteristics, shape, area and length of the surface is built up, and then the knowledge based system infers by the condition interprete system (CIS). As the results, an easier and more accurate 3-D object recognition system is implemented, because it uses the characteristics and shapes as units of the surface in the recognition process.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.1117-1122
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• 2003

The paper on table deflection by stop state and move speed at loaded load, and the table deflection measured of static load. It is developed program for Date correction of LSM(Least Square Method). We experimented the method as following. The first a Laser setting and scan Experimental device measured curvature radius, The second A center of measurement object and curvature radius taking of LSC.

• 한국광학회지
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• 제5권2호
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• pp.198-203
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• 1994

구면의 긴 곡률반경을 측정하기 위하여 양방향 층밀리기 간섭계를 이용하는 새로운 방법을 제시하였다. 시준장치의 광원을 미세이동시켜 출사광선의 곡률중심과 시험구면의 초점을 일치시키는 비시준 조명방법을 사용하였으며 양방향 층밀리기 간섭계를 사용하여 시험구면에서 출사한 광선의 시준 여부를 정확히 확인하였다. 이 방법은 렌즈의 긴 초점길이도 측정할 수 있으며 여러가지 변수에 의한 측정정확도를 자세히 분석하였다.