• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.539-545
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• 2010

The field plate test has a good potential for determining since it measures both plate pressure and settlement. The deformation modulus of rock mass is differently measured for status of structures. The values of deformation modulus are obtained from laboratory test (uniaxial and triaxial test) and field test (pressuremeter test). Plate load test should be conducted by different loading plate sizes for geological structure of rock mass and scale of structures. In this paper, large plate load tests were performed to predict of structure's behavior and evaluate the ultimate bearing capacity of the foundation on soft rock. Simultaneously, deformation modulus of rock mass was estimated by back analysis of stresses measured in field test under rock mass. Finally, we verified the validation of deformation modulus of rock mass through result of large plate load test and numerical simulation.

• Nuclear Engineering and Technology
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• 제53권8호
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• pp.2682-2695
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• 2021

This paper aims to evaluate the structural dynamic responses and damage/failure of the nuclear fuel reprocessing plant under the free drop impact of spent fuel cask (SFC) and fuel assembly (FA) during the on-site transportation. At the present Part I of this paper, the large-scale SFC model free drop test and the corresponding numerical simulations are performed. Firstly, a composite target which is composed of the protective structure, i.e., a thin RC plate (representing the inverted U-shaped slab in the loading shaft) and/or an autoclaved aerated concrete (AAC) blocks sacrificial layer, as well as a thick RC plate (representing the bottom slab in the loading shaft) is designed and fabricated. Then, based on the large dropping tower, the free drop test of large-scale SFC model with the mass of 3 t is carried out from the height of 7 m-11 m. It indicates that the bottom slab in the loading shaft could not resist the free drop impact of SFC. The composite protective structure can effectively reduce the damage and vibrations of the bottom slab, and the inverted U-shaped slab could relieve the damage of the AAC blocks layer dramatically. Furthermore, based on the finite element (FE) program LS-DYNA, the corresponding refined numerical simulations are performed. By comparing the experimental and numerical damage and vibration accelerations of the composite structures, the present adopted numerical algorithms, constitutive models and parameters are validated, which will be applied in the further assessment of drop impact effects of full-scale SFC and FA on prototype nuclear fuel reprocessing plant in the next Part II of this paper.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 토목섬유기술위원회 학술세미나 논문집
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• pp.45-54
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• 2001

In this study, slope stability analysis of LCRS(Leachate Collection Removel System) in waste landfill was peformed by large scale field test. Geocomat is new type of geocomposite product. Gecomat is a sort of Geocomposite product. It is composed of nonwoven geotextiles, woven geotextile, and geonet. Large scale field tests were performed on the slope of different two LCRSsections with static loading condition. One is LCRS section witch consist of GCL, HDPE and Geocomat, another is GCL, HDPE, and woven type geocomposite. The behavior of geosynthetics lined slope was monitored by incorporating instrumentation including vertical soil pressure meter, settlement plate, strain gauges, potential meter, displacement pin.. Based on the field monitoring, the Geocomat LCRS section is less sliding than the conventional geocomposite LCRS section.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.974-981
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• 2005

Because general laboratory tests for sand compaction pile method including unit-cell test device have fixed outside diameter, as area replacement ratio increase, diameter of sand pile increase. These condition can bring about overestimation of stiffness of composite ground. In addition, existing large soil box which consist of bellows type loading plate can occur serious mistake in checking the amount of drained water because there are additional drainage along the inside wall in device. Overcoming these shortcoming, this paper developed modified large scale soil box consist of piston type load plate. In this study, using this device, series of modified large scale soil box tests were performed, and investigated the settlement and stress transportation characteristics with area replacement ratio in sand compaction pile method.

• 한국지반공학회논문집
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• 제22권8호
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• pp.5-11
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• 2006

준설매립된 초연약지반의 표층처리공법 적용시 보강재로 이용되고 있는 대나무망 및 토목섬유로 보강된 준설매립지반의 지지력 특성을 파악하기 위하여 현장 대형평판재하시험을 실시하였다. 각 보강재별 지지력비(BCR) 산정결과 대나무망 보강의 경우 지지력비는 $.{\sim}6.03$, 토목섬유의 경우 $2.19{\sim}3.59$로서 대나무망 보강의 경우 $1.6{\sim}1.7$배 크게 측정되었고, 실험결과와 이론식에 의한 지지력 비교결과 기존 토목섬유 보강시의 지지력 평가식은 대나무망 보강시 지지력 평가에 있어 적용성이 떨어짐을 알 수 있었다. 대나무 망 보강시의 지지력 평가를 위한 변수들의 상관관계 분석결과, 시험에서 얻어진 지지력비(BCR)와 복토두께/대나무망 간격의 비(H/S)로 표현한 경우 좋은 상관관계 특성을 얻을 수 있었고, 이는 대나무망의 지지력특성 파악을 위한 기초 자료로서 활용할 수 있을 것으로 판단되었다.

• Structural Engineering and Mechanics
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• 제76권5호
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• pp.663-674
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• 2020

In this study, partially restrained beam-column moment joints in the weak-axis direction were examined using three large-scale specimens subject to cyclic loading in order to assess the seismic resistance of the joints of low-rise steel structures and to propose joint details based on the test results. The influence of different number of bolts on the moment joints was thoroughly investigated. It was found that the flexural capacity of the joints in the direction of weak axis was highly dependent on the number of high-tension bolts. In addition, even though the flexural connections subjected to cyclic loading was perfectly designed in accordance with current design codes, severe failure mode such as block shear failure could occur at beam flange. Therefore, to prevent excessive deformation at bolt holes under cyclic loading conditions, the holes in beam flange need to have larger bearing capacity than the required tensile force. In particular, if the thickness of the connecting plate is larger than that of the beam flange, the bearing capacity of the flange should be checked for structural safety.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1995년도 춘계학술대회논문집; 전남대학교, 19 May 1995
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• pp.196-201
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• 1995

The broadband and discrete sources of sound in small cooling fans of propeller type and centrifugal type were investigated to understand the turbulent vortex structures from many bladed fans using ANSI test plenum for small air-moving devices (AMDs). The noise measurement method uses the plenum as a test apparatus to determine the acoustic source spectral density function at each operating conditions similar to real engineering applications based on acoustic similarity laws. The characteristics of fans including the head rise vs. volumetric flow rate performance were measured using a performance test facility. The sound power spectrum is decomposed into two non-dimensional functions: an acoustic source spectral distribution function F(St,.phi.) and an acoustic system response function G(He,.phi.) where St, He, and .phi. are the Strouhal number, the Helmholtz number, and the volumetric flow rate coefficient, respectively. The autospectra of radiated noise measurements for the fan operating at several volumetric flow rates,.phi., are analyzed using acoustical similarity. The rotating stall in the small propeller fan with a bell-mouth guided is mainly due to a leading edge separation. It creates a blockage in the passage and the reduction in the flow rate. The sound power levels with respect to the rotational speeds were measured to reveal the mechanisms of stall and/or surge for different loading conditions and geometries, for example, fans installed with a impinging plate. Lee and Meecham (1993) studied the effect of the large-scale motions like impinging normally on a flat plate using Large-Eddy Simulation(LES) and Lighthill's analogy.[ASME Winter Annual Meeting 1993, 93-WA/NCA-22]. The dipole and quadrupole sources in the fans tested are shown closely related to the vortex structures involved using cross-correlations of the hot-wire and microphone signals.

• 한국강구조학회 논문집
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• 제24권3호
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• pp.257-265
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• 2012

저층 장스팬 철골프레임에는 강재절감을 위해 휨모멘트 저항을 극대화 한 판폭두께비가 큰 변단면 부재를 이용한 PEB시스템을 사용하고 있다. 또한, 밀착조임 볼트접합은 완전조임 볼트접합에 비하여 공사비 절감과 시공용이성의 장점을 지니고 있다. 이에 본 연구에서는 밀착조임 볼트접합으로 이루어진 엔드플레이트형 접합형식에 판폭두께비가 큰 변단면 철골프레임의 실대형 실험을 행하였다. 변수로는 볼트체결방법과 재하하중방법이다. 프레임위치별 구조적 거동에 대해서 실험결과를 분석하고, 하중-변위관계에 대해서 해석결과와 비교하였다. 또한, 현장에서 밀착조임 볼트체결에 대한 볼트축력 도입과 사용성을 평가하였다.

• 한국지진공학회논문집
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• 제14권4호
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• pp.61-71
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• 2010

프리캐스트 콘크리트 골조에서 실물크기의 보-기둥 접합부 실험체 5개를 대상으로 반복가력 실험을 수행하였다. 지진하중을 받는 골조를 대상으로 1개의 일체식 실험체와 4개의 프리캐스트 실험체를 포함하여 5개의 1/2스케일의 내부 보-기둥 접합부를 대상으로 하였다.주요 변수는 보의 구조적 연속성을 확보하기 위한 접합부의 형태와 접합부의 특별한 보강형태(섬유콘크리트와 횡보강근)로 하였다. 실험체는 강기둥-약보 개념에 따라 설계하였다. 보 철근은 접합부에 큰 비탄성 전단력이 작용할 경우 보에 소성힌지가 발생하도록 계획하였다. 접합부의 성능평가는 접합부의 강도, 강성, 에너지 소산능력과 층간변위비로 평가하였다. 실험결과 실험체의 파괴는 보의 소성힌지부에서 파괴되었다. 보-기둥 접합부의 성능은 대체적으로 우수한 것으로 나타났다. 접합부의 강도는 일체식 RC 구조의 비해 1.15배 정도 향상되었다. 층간변위 3.5%때의 강도에서 실험체는 ECC의 인장변형능력과 철골연결재의 항복에 의해 연성거동 하였다.

• Steel and Composite Structures
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• 제21권2호
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• pp.357-371
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• 2016

Column base connections are critical components in steel structures because they transfer axial forces, shear forces and moments to the foundation. Exposed column bases are quite commonly used in low- to medium-rise buildings. To investigate shear transfer in exposed column base plates, four large scale specimens were subjected to a combination of axial load (compression or tension) and lateral shear deformations. The main parameters examined experimentally include the number of anchor rod, arrangement of anchor rod, type of lateral loading, and axial force ratio. It is observed that the shear resisting mechanism of exposed column base changed as the axial force changed. When the axial force is in compression, the resisting mechanism is rotation type, and the shear force will be resisted by friction force between base plate and mortar layer. The specimens could sustain inelastic deformation with minimal strength deterioration up to column rotation angle of 3%. The moment resistance and energy dissipation will be increased as the number of anchor rods increased. Moreover, moment resistance could be further increased if the anchor rods were arranged in details. When the axial force is in tension, the resisting mechanism is slip type, and the shear force will be resisted by the anchor rods. And the shear resistance was reduced significantly when the axial force was changed from compression to tension. The test results indicated that the current design approach could estimate the moment resistance within reasonable acceptance, but overestimate the shear resistance of exposed column base.