• 대한조선학회논문집
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• 제38권3호
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• pp.93-106
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• 2001

선체 구조에서 피로 손상을 받기 쉬운 용접 부위인 T형 이음부(T-joint) 및 호퍼 너클 이음부(hopper knuckle joint) 모델의 피로실험 및 선형탄성 파괴역학을 이용한 피로균열 진전해석을 수행하였다. 집중 응력(hot spot stress)을 적용하여 정의된 균열 개시수명(균열 깊이 1mm)을 기준으로 하는 통합된 S-N선도를 작성하였으며, 잔류응력을 고려한 피로균열 진전해석을 통하여 피로균열 진전수명을 정확히 예측할 수 있었다. 또한, 임의의 형상을 가지는 용접 이음부(weld joint)의 피로균열 진전수명에 대한 정량화의 가능성을 확인하였다.

• 한국정보통신학회논문지
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• 제26권5호
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• pp.688-693
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• 2022

본 논문에서는 5G 이동통신에 활용되고 있는 주파수 대역인 3.7 GHz, 28 GHz에 대한 건물 복도에서 채널 전파 경로손실을 측정하고, CI (Close-In), FI (Floating-Intercept) 채널 모델과 비교·분석하였다. 전파 경로손실 측정을 위해 송신기 (Tx)로부터 수신기 (Rx)를 10 m 씩 이동시키며 측정을 수행하였다. 측정 결과 3.7 GHz, 28 GHz에서의 CI 모델의 PLE (Path Loss Exponent)값은 각각 1.5293, 1.7795이며, 표준편차는 각각 9.1606, 8.5803으로 분석되었다. FI 모델에서 α값은 각각 79.5269, 70.2012, β값은 각각 -0.6082, 1.2517이며, 표준편차는 각각 5.8113, 4.4810으로 분석되었다. CI 모델과 FI 모델을 통한 분석 결과에서 FI 모델의 표준편차가 CI 모델에 비해 적으므로 FI 모델이 실제 측정 결과와 유사함을 알 수 있었다.

• Computers and Concrete
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• 제32권1호
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• pp.61-74
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• 2023

This article investigates the wave propagation analysis of the imperfect functionally graded (FG) sandwich plates based on a novel simple four-variable integral quasi-3D higher-order shear deformation theory (HSDT). The thickness stretching effect is considered in the transverse displacement component. The presented formulation ensures a parabolic variation of the transverse shear stresses with zero-stresses at the top and the bottom surfaces without requiring any shear correction factors. The studied sandwich plates can be used in several sectors as areas of aircraft, construction, naval/marine, aerospace and wind energy systems, the sandwich structure is composed from three layers (two FG face sheets and isotropic core). The material properties in the FG faces sheet are computed according to a modified power law function with considering the porosity which may appear during the manufacturing process in the form of micro-voids in the layer body. The Hamilton principle is utilized to determine the four governing differential equations for wave propagation in FG plates which is reduced in terms of computation time and cost compared to the other conventional quasi-3D models. An eigenvalue equation is formulated for the analytical solution using a generalized displacements' solution form for wave propagation. The effects of porosity, temperature, moisture concentration, core thickness, and the material exponent on the plates' dispersion relations are examined by considering the thickness stretching influence.

• Journal of Communications and Networks
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• 제5권4호
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• pp.303-308
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• 2003

We present a statistical model for the path loss of ultrawideband (UWB) channels in indoor environments. In contrast to our previously reported measurements, the data reported here are for a bandwidth of 6GHz rather than 1.25GHz; they encompass commercial buildings in addition to single-family homes (20 of each); and local spatial averaging is included. As before, the center frequency is 5.0GHz. Separate models are given for commercial and residential environments and, within each category, for lineof sight (LOS) and non-line-of-sight (NLS) paths. All four models have the same mathematical structure, differing only in their numerical parameters. The two new models (LOS and NLS) for residences closely match those derived from the previous measurements, thus affirming the stability of our path loss modeling. We find, also, that the path loss statistics for the two categories of buildings are quite similar.

• 한국해안해양공학회지
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• 제3권1호
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• pp.1-13
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• 1991

천수 및 굴절현상을 포함한 이산형 파랑모형을 구성하였다. Inoue의 원천함수와 Gadd의 전파기법을 사용하여 먼저 심해조건에 대한 수치실험을 통해 여타모형과 비교분석하였다. 비교적 빠른 에너지의 성장률을 보여주었고, 비대칭풍장의 영향을 잘 반영하였다. 풍장에 대한 다양한 반응형태에도 불구하고 전반적인 에너지의 분포는 여타모형과 같이 좋은 결과를 보여주었다.

• Computers and Concrete
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• 제9권1호
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• pp.1-19
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• 2012

The size-effect study of various fracture parameters obtained from two parameter fracture model, effective crack model, double-K fracture model and double-G fracture model is presented in the paper. Fictitious crack model (FCM) for three-point bend test geometry for cracked concrete beam of laboratory size range 100-400 mm is developed and the different fracture parameters from size effect model, effective crack model, double-K fracture model and double-G fracture model are evaluated using the input data obtained from FCM. In addition, the fracture parameters of two parameter fracture model are obtained using the mathematical coefficients available in literature. From the study it is concluded that the fracture parameters obtained from various nonlinear fracture models including the double-K and double-G fracture models are influenced by the specimen size. These fracture parameters maintain some definite interrelationship depending upon the specimen size and relative size of initial notch length.

• Geomechanics and Engineering
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• 제9권2호
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• pp.145-167
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• 2015

Digital simulation has recently become the preferred method for designing complex and dynamic systems. Simulation packages provide interactive, block-diagram environment for modeling and simulating dynamic models. The block diagrams in simulation models are flowcharts which describe the components of dynamic systems and their interaction. This paper is the first part of the study for determining the seismic behavior of soil systems. The aim of this part is to present the constructed block diagrams for discrete-time analysis of seismic site amplification in layered media for vertically propagating shear waves. Detailed block diagrams are constructed for single and multiple soil layers by considering wave propagation with and without damping, respectively. The block diagrams for recursive filter to model attenuation in discrete-time form are also constructed. Finite difference method is used for strain calculation. The block diagrams are developed by utilizing Simulink which is a software add-on to Matlab.

• 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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• 제14권1호
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• pp.101-105
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• 2008

본 논문은 전파 오류가 빈번한 802.11 무선 랜에서 VoIP(Voice over IP) 용량(capacity)을 해석적으로 계산할 수 있는 수학적 모델을 제안한다. 기존 모델은 오류가 발생하는 무선 채널에서의 VoIP의 용량을 시뮬레이션으로만 예측하였다. 본 논문은 전파 오류 환경에서 VoIP 용량을 해석적으로 평가하기 위해 기존 모델을 확장하여, 전파 오류, 전송 지연, 음성 품질, AP(Access Point)에서의 대기 시간 등의 영향을 포함하도록 하였다. 제안한 VoIP 용량 모델은 3%에서 9%까지의 오차 범위에서 시뮬레이션의 결과와 같다.

• Computers and Concrete
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• 제22권4호
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• pp.373-381
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• 2018

Hollow center cracked disc (HCCD) in Brazilian test was modelled numerically to study the crack propagation in the pre-cracked disc. The pre-existing edge cracks in the disc models were considered to investigate the crack propagation and coalescence paths within the modelled samples. The effect of particle size on the hollow center cracked disc (HCCD) in Brazilian test were considered too. The results shows that Failure pattern is constant by increasing the ball diameter. Tensile cracks are dominant mode of failure. These crack initiates from notch tip, propagate parallel to loading axis and coalescence with upper model boundary. Number of cracks increase by decreasing the ball diameter. Also, tensile fracture toughness was decreased with increasing the particle size. In this research, it is tried to improve the understanding of the crack propagation and crack coalescence phenomena in brittle materials which is of paramount importance in the stability analyses of rock and concrete structures, such as the underground openings, rock slopes and tunnel construction.

• 한국암반공학회:학술대회논문집
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• 한국암반공학회 2006년도 춘계학술발표회 논문집
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• pp.79-93
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• 2006

It is well known that acoustic emission (AE) is indicator of rock fracturing or damage as rock is brought to failure under the uniaxial compressive loads. In this paper, an experimental study on the source location of acoustic emission on the cylindrical specimens of granite under uniaxial compression test was made. The AE source location was made by measuring the six channel AE data. Comparing to this experiment, the numerical method is applied to model the initiation and propagation of fracture by AE using a numerical code, RFPA (Realistic Failure Process Analysis). This code incorporates the mesoscopic heterogeneity in Young's modulus and rock strength characteristic of rock masses. In the numerical models, values of Young's modulus and rock strength are realized according to a Weibull distribution in which the distribution parameters represent the level of heterogeneity of the medium. The results of the simulations show that RFPA can be used not only to produce acoustic emission similar to those measurements in our experiments, but also to predict fracturing patterns under uniaxial loading condition.