• 접착 및 계면
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• 제5권1호
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• pp.21-28
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• 2004

본 연구에서는 사슬말단에 chloropropyl 유기관능그룹을 가지고 있는 실란결합체인 3-chloropropyltrimethoxysilane(CTMS)을 사용하여 여러 농도에서 유리섬유 표면에 사이징 처리하여 유리섬유/나일론 6 및 유리직물/나이론 6 복합재료를 제조하였다. 단섬유 microbonding 시험에 의한 유리섬유/나일론 6 복합재료의 계면전단강도와 short-beam 전단시험과 동역학적 열특성 분석 방법을 통하여 유리직물/나일론 6 복합재료의 층간전단강도 및 저장탄성률에 미치는 결합체 농도의 영향을 각각 조사하였다. CTMS 결합제의 농도가 증가할수록 복합재료의 계면특성이 향상되었다. 결합제의 농도 변화에 대한 유리섬유강화 나일론 6 복합재료의 계면전단강도, 층간전단강도, 층간파단양상 그리고 저장탄성률 등 각 특성 변화의 경향이 서로 일치하였다.

• Macromolecular Research
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• 제12권1호
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• pp.119-126
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• 2004

In this study, the influence of silane coupling agents, featuring different organo-functional groups on the interlaminar and thermal properties of woven glass fabric-reinforced nylon 6 composites, has been by means of short-beam shear tests, dynamic mechanical analysis, scanning electron microscopy, and thermogravimetric analysis. The results indicate that the fiber-matrix interfacial characteristics obtained using the different analytical methods agree well with each other. The interlaminar shear strengths (ILSS) of glass fabric/nylon 6 composites sized with various silane coupling agents are significantly improved in comparison with that of the composite sized commercially. ILSS of the composites increases in the order: Z-6076 with chloropropyl groups in the silanes > Z-6030 with methacrylate groups> Z-6020 with diamine groups; this trend is similar to that of results found in an earlier study of interfacial shear strength. The dynamic mechanical properties, the fracture surface observations, and the thermal stability also support the interfacial results. The improvement of the interfacial properties may be ascribed to the different chemical reactivities of the reactive amino end groups of nylon 6 and the organo-functional groups located at the ends of the silane chains, which results from the increased chemical reactivity in order chloropropyl > methacrylate > diamine.

• 한국통신학회논문지
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• 제25권3B호
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• pp.472-486
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• 2000

This paper analysis the performance of joint receiving structure consisting of the decorrelating multiuser detection and beamfromenr-RAKE receive for DS-CDMA communication systems. In asynchronous transmission as the number of simultaneous users increase. the capacity of CDMA system becomes severly reduced due to the nonideal orthogonality between user-assigned PN sequences and improper power control. Accordingly, the CDMA receiving system becomes vulnerable to the multiple access interferences and the near-far problem under multipath fading channel environment. To withstand these undesired performance degradations, this paper proposes the new type of multiuser detection which has a form of the hybrid structure of concatenating beamformer-RAKE receiver and decorrelating multiuser detection. the beam former-RAKE receiver performs temporal and spatial diversity combining with alleviating fading effect and suppressing undesired interferences, and the multiuser detection plays a role of making the receiver robust to the near-far problem. Regarding the individual merit on the usage of either multiuser detection or beamformer-RAKE receiver, the hybrid one is expected to produce the enhanced performance in multipath fading CDMA channel. However major drawback of using decorrelating multiuser detection for practical deployment is arised from its computational complexity , which is exponentially increased as more number of users and transmitted symbols involve. To diminish the computational complexity, this paper exploits an efficient block Toeplitz inversion technique using matrix Levinson polynomial will be introduced. And this paper provided the mathematical analysis to show the efficiency of the proposed joint structure under the multipath propagation environment. And results of a series of exhaustive computer simulations are presented in order to demonstrate the overall performance of the proposed hybrid structure in multipath fading CDMA channel.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제16권4호
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• pp.1224-1248
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• 2022

In various sensor network applications, such as climate observation organizations, sensor nodes need to collect information from time to time and pass it on to the recipient of information through multiple bounces. According to field tests, this information corresponds to most of the energy use of the sensor hub. Decreasing the measurement of information transmission in sensor networks becomes an important issue.Compression sensing (CS) can reduce the amount of information delivered to the network and reduce traffic load. However, the total number of classification of information delivered using pure CS is still enormous. The hybrid technique for utilizing CS was proposed to diminish the quantity of transmissions in sensor networks.Further the energy productivity is a test task for the sensor nodes. However, in previous studies, a clustering approach using hybrid CS for a sensor network and an explanatory model was used to investigate the relationship between beam size and number of transmissions of hybrid CS technology. It uses efficient data integration techniques for large networks, but leads to clone attacks or attacks. Here, a new algorithm called SBEA (Snowball Endurance Algorithm) was proposed and tested with a bow. Thus, you can extend the battery life of your WSN by running effective copy detection. Often, multiple nodes, called observers, are selected to verify the reliability of the nodes within the network. Personal data from the source centre (e.g. personality and geographical data) is provided to the observer at the optional witness stage. The trust and reputation system is used to find the reliability of data aggregation across the cluster head and cluster nodes. It is also possible to obtain a mechanism to perform sleep and standby procedures to improve the life of the sensor node. The sniffers have been implemented to monitor the energy of the sensor nodes periodically in the sink. The proposed algorithm SBEA (Snowball Endurance Algorithm) is a combination of ERCD protocol and a combined mobility and routing algorithm that can identify the cluster head and adjacent cluster head nodes.This algorithm is used to yield the network life time and the performance of the sensor nodes can be increased.

• 콘크리트학회논문집
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• 제14권6호
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• pp.823-829
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• 2002

철근콘크리트 기둥-철골 보 합성골조는 철근콘크리트와 철골부재의 재료적인 장점을 살린 합리적인 구조물이나, 이질 재료간의 접합으로 인해 보-기둥 접합부의 설계와 해석에서는 많은 구조적인 문제점들이 생기게 된다. 이 연구에서는 철골 보의 하중이 콘크리트 기둥으로 원활히 전달되면서 현장 시공성이 우수한 새로운 형태의 합성골조 접합부의 형식을 제안하고자 한다. 이 연구에서 고안된 접합부는 H 형강을 반분한 T 형강을 시스템 내부 및 외부의 모든 응력 전달 요소를 연결하는 주요 요소로 하고, 보 플랜지의 인장력 전달을 위해 한 방향은 고강도 강봉을, 이와 직교하는 방향은 강재 연결판을 사용하였다. 스티프너보강된 ㄱ형강을 사용하여 보 플랜지의 인장력을 기둥면에 전달하도록 하였으며, T 형강에 용접된 전단 접합판을 보의 웨브와 고력볼트로 접합하여 전단력을 지지하도록 설계하였다. 이 연구에서는 보의 플랜지로부터 스티프너 보강된 ㄱ형강을 통해 강봉이나 연결판으로 전달되는 휨모멘트 전달성능을 확인하고자 구조성능 시험을 수행하였다. 시험체는 실제 보-기둥 접합부를 모델로 하여, 실물크기로 4개가 제작되었으며, 구조실험은 철골 보의 양 단부를 단순지지한 상태에서 기둥 중앙에 집중하중을 가해 보-기둥 접합부에 휨모멘트와 전단력을 작용시키는 방식으로 진행되었다. 실험결과, 이 연구에서 제안된 접합부는 현장 적용이 가능한 가공성과 운반성 및 시공성을 가지며, 철골 보-접합용 ㄱ형강 -연결용 강봉 및 연결판에 의한 응력전달이 매우 순조로운 것으로 나타났다.

• Journal of Communications and Networks
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• 제2권1호
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• pp.76-84
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• 2000

Communication systems, including cell-based mobile communication systems, multiple satellite communication systems of multi-beam satellite systems, require reliable handoff methods between cell-to-cell, satellite-to-satellite of beam-to-team, respectively. Recent measurement of a CDMA cellular system indicates that the system is in handoff at about 35% to 70% of an average call period. Therefore, system reliability during handoff is one of the major system performance parameters and eventually becomes a factor in the overall system capacity. This paper presents novel and improved techniques for handoff in cellular communications, multi-beam and multi-satellite systems that require handoff during a session. this new handoff system combines the soft handoff mechanism currently implemented in the IS-95 CDMA with code and packet diversity combining techniques and an iterative decoding algorithm (Turbo Coding). the Turbo code introduced by Berrou et all. has been demonstrated its remarkable performance achieving the near Shannon channel capacity [1]. Recently. Turbo codes have been adapted as the coding scheme for the data transmission of the third generation international cellular communication standards : UTRA and CDMA 2000. Our proposed encoder and decoder schemes modified from the original Turbo code is suitable for the code and packet diversity combining techniques. this proposed system provides not only an unprecedented coding gain from the Turbo code and it iterative decoding, but also gain induced by the code and packet diversity combining technique which is similar to the hybrid Type II ARQ. We demonstrate performance improvements in AWGN channel and Rayleigh fading channel with perfect channel state information (CSI) through simulations for at low signal to noise ratio and analysis using exact upper bounding techniques for medium to high signal to noise ratio.

• Nuclear Engineering and Technology
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• 제55권4호
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• pp.1280-1286
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• 2023

MgF₂ as a moderator material has been extensively used in the beam shaping assembly (BSA) that plays an important role in the boron neutron capture therapy (BNCT). Regarded as important for applications, the thermal neutron scattering data of MgF₂ were calculated, based on the phonon expansion model. The structural properties of MgF₂ were researched by the VASP code based on the ab-initio methods. The PHONOPY code was employed to calculate the phonon density of states. Furthermore, the NJOY code was used to calculate the thermal neutron scattering data of MgF₂. The calculated inelastic cross sections plus absorption cross sections are in agreement with the available experimental data. The neutron transport in the BSA has been simulated by using a hybrid Monte-Carlo-Deterministic code NECP-MCX. The results indicated that compared with the calculation of the free gas model, the thermal neutron flux and epithermal neutron flux at the BSA exit port calculated by using the thermal neutron scattering data of MgF₂ were reduced by 27.7% and 8.2%, respectively.

• Steel and Composite Structures
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• 제52권4호
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• pp.405-418
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• 2024

To study the influence of different reduced beam section (RBS) on the mechanical performance of modular boltedwelded hybrid connection joints (MHCJs), this article uses ABAQUS to establish and verify the finite element model (FEM) of the test specimens on the basis of quasi-static test research. Based on, 14 joint models featuring different RBS are devised to evaluate their influence on seismic behavior, such as joint failure mode, bending moment (M)-rotation angle (θ) curve, ductility, and energy consumption. The results indicate that when the flange and web are individually weakened, they alleviate to some extent the concentrated stress of the core module (CM) and column end steel skeleton in the joint core area, but both increase the stress on the flange connecting plate (FCP). At the same time, the impact of both on seismic performance such as bearing capacity, stiffness, and energy consumption is relatively small. When simultaneously weakening the flange and web of the steel beam, forming plastic hinges at the weakened position of the beam end, significantly alleviated the stress concentration of the CM and the damage at the FCP, improving the overall deformation and energy consumption capacity of joints. But as the weakening size of the web increases, the overall bearing capacity of the joint shows a decreasing trend.

• 콘크리트학회논문집
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• 제16권4호
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• pp.451-458
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• 2004

본 연구는 재래 철근과 Fiber Reinforced Polymer 보강재를 사용한 Hybrid Reinforcement System의 기본 개념과 적용성에 대해 기술하고 있다. 콘크리트 교량상관은 보로서 지지되고 상하 두층의 보강재로 인장보강되어 있다. HRS를 이용한 콘크리트 교량상판에서는 보 지지점 부근의 부모멘트에 대한 상부 인장력은 FRP 봉으로 저항하고 보 지지점 중앙부근의 하부인장력은 재래의 철근으로 저항한다. HRS를 이용한 콘크리트 교량상판은 FRP 봉은 비 부식성이고, 부식되기 쉬운 철근은 교량상판 위로부터 가급적 멀리하여 부식물질의 침투를 막을 수 있는 장점이 있다. HRS를 이용한 콘크리트 교량상판은 또한 극한상태에서 충분한 연성을 가지고 있다. 그 이유는 1) FRP봉은 철근보다 탄성계수가 낮고 파단시의 최대 변형률이 크며, 2) 충분한 FRP 보강량을 사용하면 극한변형률을 낮출 수 있으며, 3) 부모멘트 구간의 일부를 비부착시켜 극한 변형률을 낮출 수 있다. 실험 연구 결과 보통의 FRP보강비의 범위에서는 FRP 및 HRS 콘크리트 슬래브는 FRP봉의 파단이 아니라 콘크리트의 압축에 의해 파피됨을 보여주고 있다. 그러므로 HRS를 이용한 연속 콘크리트 교량상관에서는 정모멘트부의 하부철근이 먼저 항복하여 소성힌지를 형성하고 나중에 부보멘트나 정모멘트부의 콘크리트가 압축파괴되어 FRP 콘크리트 슬래브에 비하여 상당한 소성에너지를 소모한다.

• 한국구조물진단유지관리공학회 논문집
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• 제22권1호
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• pp.199-207
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• 2018

이형철근과 FRP 보강근의 복합 이중근을 갖는 FRC 보의 휨성능을 평가하기 위하여 실험이 수행되었다. 인장근의 종류(CFRP 보강근, GFRP 보강근, 철근)과 PVA 섬유 혼입률(0.5%, 0%)을 주요변수로 한 7개의 실험체를 제작하였다. 유한요소해석을 통하여 FRC 보의 균열 및 휨거동을 예측하기 위한 해석적 방법이 제안되고 분석되었다. 복합 이중근을 가지는 실험체들에서 철근으로 이중근을 가지는 실험체가 철근과 FRP 보강근을 이단으로 배치한 실험체들에 비하여 26~34% 균열하중이 큰 것으로 나타났다. 최대 휨강도에서는 복합 이중근을 가지는 실험체들 중 CFRP 보강근을 최외측으로 한 실험체가 가장 큰 내력을 나타내었다. 해석과 실험을 통한 휨강도를 비교한 결과, 강도비는 평균 1.2, 표준편차 0.085, 최대 오차율은 22% 등으로 나타났다. 이러한 결과에서 본 연구의 유한요소해석방법이 복합 이중근을 가지는 보의 실제 거동을 효과적으로 표현할 수 있음을 알 수 있다.