• Steel and Composite Structures
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• 제27권3호
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• pp.337-353
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• 2018

In previous weak-axis moment connection tests, brittle fracture always initiated near the edge of the beam flange groove weld due to force flow towards the stiffer column flanges, which is the opposite pattern as strong-axis moment connections. As part of the China NSFC (51278061) study, this paper tested two full-scale novel weak-axis reduced beam section moment connections, including one exterior frame connection specimen SJ-1 under beam end monotonic loading and one interior frame joint specimen SJ-2 under column top cyclic loading. Test results showed that these two specimens were able to satisfy the demands of FEMA-267 (1995) or ANSI/AISC 341-10 (2010) without experiencing brittle fracture. A parametric analysis using the finite element software ABAQUS was carried out to better understand the cyclic performance of the novel weak-axis reduced beam section moment connections, and the influence of the distance between skin plate and reduced beam section, a, the length of the reduced beam section, b, and the cutting depth of the reduced beam section, c, on the cyclic performance was analyzed. It was found that increasing three parametric values reasonably is beneficial to forming beam plastic hinges, and increasing the parameter a is conducive to reducing stress concentration of beam flange groove welds while increasing the parameters b and c can only reduce the peak stress of beam flange groove welds. The rules recommended by FEMA350 (2000) are suitable for designing the proposed weak-axis RBS moment connection, and a proven calculation formulation is given to determine the thickness of skin plate, the key components in the proposed weak-axis connections. Based on the experimental and numerical results, a design procedure for the proposed weak-axis RBS moment connections was developed.

• 방사선산업학회지
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• 제5권3호
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• pp.191-196
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• 2011

The economic scale of nuclear application is a good indicator to show how the radiation technology is useful and contribute to improve public welfare and living standard. Recent research in Japan shows that the economic scale of nuclear field was 4,112 B¥ for radiation application(46%) and 4,741 B¥ for nuclear energy (54%) playing a role of "two wheels of one cart" in nuclear field and the total 8,853 B¥ constitutes 1.8% of gross domestic products (GDP). The radiation application consisted of 2,295 B¥ (56%) in industry (semiconductor, sterilization, nondestructive testing, radiation processing of tires, etc.), 1,538 B¥ (37%) in medicine (therapy and diagnosis such as X-ray, nuclear medicine, computed tomography, etc.) and 279 B¥ (7%) in agriculture (mutation breeding, food irradiation, sterile insect technique, etc.). Radiation application by ${\gamma}$-ray, electron beam and ion beam is steadily increasing in Japan.

• 한국융합학회논문지
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• 제11권9호
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• pp.169-173
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• 2020

본 연구에서는 Model A와 Model B 그리고 Model C의 총 3가지의 차축 모델을 이용하여 차축에 하중이 가해졌을 때의 차량 서포트빔에 대한 구조해석을 하였다. 3가지의 Model A, B, C를 비교해 보았을 때 등가응력은 Model C가 재료의 항복 응력보다 작게 나와서 그 내구성면에서 좋다고 사료된다. Model A와 Model B에서 발생한 최대 등가응력들은 항복응력보다 각각 1.8배와 2.5배이상 발생되어 재료가 파단됨을 보여 주고 있어 서포트빔으로서는 효율적으로 보이지 않는다. Model C가 Model A와 Model B에 비하여 그 내구성면에 있어서 효율적으로 차축 서포트 빔의 설계 향상에 응용할 수 있다. 본 연구 결과를 자동차 부품에 적용함으로서 자동차 서포트빔의 강도를 평가할 수 있다. 그리고 본 연구가 실제적으로 효율적인 설계와 미적인 융합에 적합하다고 보인다.

• Advances in materials Research
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• 제11권1호
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• pp.59-73
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• 2022

In the construction industry, thin-walled frame elements with very slender open cross-sections and low torsional stiffness are often subjected to a complex loading condition where axial, bending, shear and torsional stresses are present simultaneously. Hence, these often fail in instability even before the yield capacity is reached. One of the most common instability conditions associated with thin-walled structures is Lateral Torsional Buckling (LTB). In this study, a first order Generalized Beam Theory (GBT) formulation and numerical analysis of cold-formed steel lipped channel beams (C80×40×10×1, C90×40×10×1, C100×40×10×1, C80×40×10×1.6, C90×40×10×1.6 and C100×40×10×1.6) subjected to uniform moment is carried out to predict pure Lateral Torsional Buckling (LTB). These results are compared with the Finite Element Analysis of the beams modelled with shell elements using ABAQUS and analytical results based on Euler's buckling formula. The mode wise deformed shape and modal participation factors are obtained for comparison of the responses along with the effect of varying the length of the beam from 2.5 m to 10 m. The deformed shapes of the beam for different modes and GBTUL plots are analyzed for comparative conclusions.

• 대한의용생체공학회:의공학회지
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• 제2권2호
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• pp.141-144
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• 1981

This paper descirbes about effects of refraction of ultrasonic beam on B-mode tomogram. Both compution based on Snell's law and the experiments performed using B-mode scanner and schlieren optical method are discussed on a circular phantom immersed in water. In these results, if the discrepancy of sound velocity is more than 0. 6%, the distortion of the B-mode image becomes conspicuous and a target beyound the phantom may disappear or displayed as two targets depending on the velocity of the phantom.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2004년도 Asia Display / IMID 04
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• pp.507-510
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• 2004

Oblique ion-induced secondary electron emission coefficient(${\gamma}$) with low energy ..and work function ${\phi}_{\omega}$(${\theta}$ = 0 and ${\theta}$ = 20) of the MgO thin film in AC-PDPs has been measured by ${\gamma}$-FIB system. The MgO thin film has been deposited from sintered material under electron beam evaporation method. The energy of $He^+$ ions used has been ranged from 50eV to 150eV. Oblique ion beam has been chosen to be 10 degree, 20 degree and 30 degree. It is found that the higher secondary electron emission coefficient(${\gamma}$) has been achieved by the higher oblique ion beam up to inclination angle of 30 degree than the perpendicular incident ion beam.

• Structural Engineering and Mechanics
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• 제16권2호
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• pp.153-176
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• 2003

From the equation of motion of a "bare" non-uniform beam (without any concentrated elements), an eigenfunction in term of four unknown integration constants can be obtained. When the last eigenfunction is substituted into the three compatible equations, one force-equilibrium equation, one governing equation for each attaching point of the concentrated element, and the boundary equations for the two ends of the beam, a matrix equation of the form [B]{C} = {0} is obtained. The solution of |B| = 0 (where ${\mid}{\cdot}{\mid}$ denotes a determinant) will give the "exact" natural frequencies of the "constrained" beam (carrying any number of point masses or/and concentrated springs) and the substitution of each corresponding values of {C} into the associated eigenfunction for each attaching point will determine the corresponding mode shapes. Since the order of [B] is 4n + 4, where n is the total number of point masses and concentrated springs, the "explicit" mathematical expression for the existing approach becomes lengthily intractable if n > 2. The "numerical assembly method"(NAM) introduced in this paper aims at improving the last drawback of the existing approach. The "exact"solutions in this paper refer to the numerical results obtained from the "continuum" models for the classical analytical approaches rather than from the "discretized" ones for the conventional finite element methods.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.157-162
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• 2003

An experimental investigation was conducted to study the behavior of high-strength RC wide beam-column joints with slab subjected to reversed cyclic loads under constant axial load. Six half scale interior wide beam-column assemblies representing a portion of a frame subjected to simulated seismic loading were tested, including three specimens without slab and three specimens with slab. The primary variables were compressive strength of concrete($f_ck$=285, 460kgf/$cm^2$), the ratio of the column-to-beam flexural capacity($M_r$=$\Sigma M_c / \Sigma M_b$ ; 0.77 -2.26), extended length of the column concrete($l_d$ ; 0, 12.5, 30cm), ratio of the column-to-beam width(b/H ; 1.54, 1.67). Test results are shown that (1) the behavior of specimen using high-strength concrete satisfied for required minimum ductile capacity according to increase the compressive strength, (2) the current design code and practice for interior joints(type 2) are apply to the wide beam-high strength concrete column.

• Nuclear Engineering and Technology
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• 제38권8호
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• pp.793-802
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• 2006

The design concept of a bending magnet to be installed in the KSTAR NBI system is presented. It is the function of a bending magnet that removes unconverted ions from the main beam stream and produces an 8 MW, 120 keV deuterium neutral beam. In order to determine the proper size and shape of the bending magnet, a parametric study on the B-field pattern was carried out by changing the dimensions of the pole face model. In addition, the detailed trajectories of the dominant ion species produced in the beam line were calculated. The electrical and cooling parameters of the coil assembly were also estimated.

• 한국전자파학회논문지
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• 제14권4호
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• pp.413-420
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• 2003

본 논문에서는 위성통신용 능동 위상배열 안테나에서 주파수 스캔 효과에 의하여 발생하는 안테나 빔 패턴의 지향 오차를 보상하는 방법을 제안한다. 능동 위상배열 안테나가 두 개의 빔 패턴을 위하여 두 개의 배열이 직렬 연결되고 배열 수가 비대칭인 경우에, 두 빔의 적용 주파수가 다르고 주파수 간격이 크며 빔 폭이 좁고 스캔각이 크면 안테나는 주파수 스캔 효과에 의해 빔 지향 오차가 발생한다 제안되는 수식을 사용하면, 빔 지향오차 각을 예측하여 계산할 수 있으며 이를 보상하는 능동 위상배열 안테나의 위상제어 값을 계산할 수 있다. 본 논문에서는 첫째 층 32$\times$4 배열과 둘째 층 4$\times$2 배열 구조로부터 두 개의 안테나 빔을 가지고, 7.25 GHz~7.75 GHz 주파수 대역에서 두 빔의 주파수 편차가 최대 500 MHz(6.7 %)이며, 주파수 스캔 범위가 0$^{\circ}$~$\pm$35$^{\circ}$이고, 35.6 dBi 이득과 2.2$^{\circ}$의 3 dB 빔 폭을 가지는 능동 위상배열 안테나 시스템을 제작하고, 주파수 스캔효과에 의한 빔 지향 오차를 제안된 방법의 적용 전과 적용 후에 측정 비교하였다. 주파수 스캔 효과에 의한 빔 지향 오차는 보상 전에 최대 2.5$^{\circ}$였으나, 보상 후에는 최대 0.2$^{\circ}$오차로 감소하였다. 제안된 보상으로 안테나 시스템은 7 dB 신호감쇄가 보상되었다. 제안된 보상으로 능동 위상배열 안테나는 통신을 위한 목표 위성을 정확하게 지향할 수 있다.