• 터널과지하공간
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• 제20권5호
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• pp.369-377
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• 2010

근접굴착 시 기존터널의 안정성을 확보하는 방안을 연구하였다. 흙막이벽체의 수평변위가 생기지 않도록 선행하중을 가하였다. 이를 위해 선행하중을 가하지 않은 경우와 선행하중을 가한 경우에 대해 실대형 시험을 실시하였다. 지표면에 건물하중이 없는 경우와 건물하중이 있는 경우(0 m, 1D, 2D)에 대하여 각각 실험을 실시하였다. 그 결과 선행하중을 적용시켜 흙막이벽체의 변위를 억제시켰을때 벽체배면에 있는 기존터널의 안정성이 크게 향상되는 것을 확인할 수 있었다. 본 논문에서는 흙막이벽체와 기존터널의 거동에 대하여 연구하였다. 기존터널은 지름 12 m를 사용하였으며 1:10의 축척으로 2.0 m(폭) ${\times}$ 6 m(높이) ${\times}$ 4.0 m(길이)의 크기를 가진 대형토조에서 실험을 수행하였다.

• Asian Pacific Journal of Cancer Prevention
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• 제16권10호
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• pp.4297-4302
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• 2015

Background: To evaluate HPV testing by Hybrid Capture II (HCII) in conjunction with cytology in detecting the residual/recurrence disease after treatment of high-grade cervical intraepithelial neoplasia (CIN II-III) with loop electrosurgical excision procedure (LEEP). Materials and Methods: A retrospective review of 158 patients with histologically confirmed CIN II-III who underwent LEEP between January 2011 and October 2012 was conducted. Post-treatment control was scheduled at the 3rd, 6th, 12th and 18th month. All patients were followed up by Pap smear and HR-HPV genotype and viral load testing. Results: Pre-treatment, HR-HPV DNA, was detected in all specimens of the patients. At follow-up, 25 patients were diagnosed as the residual/recurrent disease during the FU visit, among whom, 16 patients with positive margin: 13 patients (52%) with HR-HPV DNA+/cytology+, 2 patients (8%) with HR-HPV DNA+/cytology-, 1 patient (4%) with cytology+/HR-HPV DNA-; 9 patients with clean margin - 5 patients (55.6%) with HR-HPV DNA+/cytology+; 2 patients (22.2%) with HRHPV DNA+/cytology-, 2 patients (22.2%) with cytology+/HR-HPV DNA-. None of them persisting HR-HPV DNA-/cytology-with positive or negative margin was identified as the residual/recurrent disease. The majority of residual/recurrent disease was detected at the 12th and 18th month FU, and there was almost no difference in the sensitivity and negative predictive value (NPV) between at the 3rd month and the 6th month FU visits. 14 residual/recurrence disease (14/46:30.4%) had pre-treatment high viral load (>5 000 RUL/PC) and 11 (11/112, 9.8%) with pre-treatment low viral load, P<0.05. Conclusions: (1) The persistence HR-HPV DNA is the root cause of the residual/recurrent disease for the women treated for high-grade CIN; the pre-treatment viral load and margin can be seen as the predictor. (2) The FU visit beginning at the 6th month post-treatment and lasting at least 24 months with the combination of cytology and HPV testing. (3) Patients with high pre-treatment HPV load, which is considered as one risk of developing the residual/recurrent disease, should be paid more attention (especially above 500RUL/PC) to by clinicians.

• Steel and Composite Structures
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• 제23권2호
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• pp.161-172
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• 2017

A new composite tube connection method called the pre-tightened teeth connection technique is proposed to improve the composite tube connection efficiency. This paper first introduces the manufacturing process of the proposed technique. It then outlines how the mechanical properties of this technology were tested using four test groups. The factors that influence the load-bearing capacity and damage model of the connection were analyzed, and finally, the transfer load mechanism was investigated. The following conclusions can be obtained from the research results. (1) The new technique improves the compressive connection efficiency by a maximum of 79%, with the efficiency exceeding that of adhesive connections of the same thickness. (2) Changing the depth of teeth results in two types of damage: local compressive damage and shear damage. The bearing capacity can be improved by increasing the depth, length, and number of teeth as well as the pre-tightening force. (3) The capacity of the technique to transfer high loads is a result of both the relatively high interlaminar shear strength of the pultruded composite and the interlaminar shear strength increase provided by the pre-tightening force. The proposed technique shows favorable mechanical properties, and therefore, it can be extensively applied in the engineering field.

• 한국전산구조공학회논문집
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• 제35권2호
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• pp.73-82
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• 2022

이 논문은 72m 초고강도 콘크리트 섬유보강 콘크리트 프리스트레스트 박스거더의 비선형 거동을 해석하는 3차원 해석방법을 제시하였다. UHPC재료의 비선형 거동을 나타내기 위해 콘크리트 손상소성(CDP)모델을 채택하였다. 제시된 응력-변형률 관계 곡선에 근거한 수치해석 모델은 50m UHPC 프리스트레스트 박스 거더 휨실험결과로 검증하였다. 검증된 해석모델을 사용하여 72m UHPC 프리스트레스트 박스거더의 휨거동을 파악하는데 적용하였다. 각 하중단계에 따른 하중 변위관계, 응력상태 및 연결부분 상세를 해석하였다. 하중-변위관계 곡선과 설계하중 및 극한하중 비교 결과는 UHPC 박스거더 휨거동을 해석하는 적절한 수단으로써 비선형 유한요소법의 적용성을 입증하고 있다.

• 한국통신학회논문지
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• 제31권6B호
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• pp.534-543
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• 2006

무선 애드 혹/센서 네트워크에서 제안된 일반적인 클러스터링 기반의 계층적 토폴로지 관리 기법들은 빈번한 토폴로지 변화에 따라 자주 클러스터링을 재구성하게 되고 네트워크 관리에 필요한 오버헤드가 증가하게 된다. 본 논문에서는 이러한 재클러스터링 문제와 부하 분산을 위하여 동적 예비 클러스터 헤드 기법을 사용하는 멀티 흡클러스터링 알고리즘을 제안한다. 제안하는 기법은 이동성과 전원 레벨로 구성된 가중치 맵을 사용하여 예비 클러스터 헤드를 선출하고 멀티 홉 클러스터를 구성한다. 클러스터 헤드는 이러한 가중치 맵과 임계값을 사용하여 헤드의 역할을 예비 클러스터 헤드에게 넘겨주게 된다. 실험결과, 제안하는 알고리즘이 네트워크의 오버헤드를 줄이고 부하 분산을 제공하며, 토폴로지 변화에 무관하게 적절한 클러스터와 멤버를 관리할 수 있음을 확인하였다.

• 한국공작기계학회논문집
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• 제18권2호
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• pp.137-143
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• 2009

This paper presents the fabrication of inchworm motor for high precision actuator system of large displacement and high force. The inchworm motor consists of a extend actuator that provides displacement of tool guide and two clamping actuators which provide the holding force. In order to avoid the PZT fracture, design of pre-load housing was conducted by flexure hinge structure, because PZT actuator has low tensile and shear. To design the pre-load housing and optimize the clamping mechanism, the static and dynamic analysis were conducted by finite element method. From these results, a prototype of the inchworm motor was fabricated and dynamic characteristic with respect to the various frequency was tested. The maximum velocity of the inchworm motor was $41.1{\mu}m/s$ at 16Hz.

• Journal of Power Electronics
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• 제8권2호
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• pp.141-147
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• 2008

This paper deals with a new and improved control technique for shunt active filters (AF) used for compensating unwanted harmonic currents injected in the mains due to nonlinear varying loads. This work is motivated by the need to find a permanent solution to the rigorous hit and trial method for evaluating system parameters in an indirect control of AF. A fuzzy pre-compensated PI (Proportional-Integral) controller is used to fuzzify the reference DC voltage of AF to the controller input so that the overshoots and undershoots in its DC link voltage are minimized and the settling time is improved. A three-phase diode rectifier with R-L (Resistive-Inductive) load is used as a non-linear load to study the effectiveness of the proposed controller of the AF. Robustness to filter parameter variations, insensitivity to controller parameter variations, and transient response has been taken as performance evaluation parameters. The results are shown through simulations in Matlab using power system block sets to demonstrate the capability of the proposed controller of the AF.

• 한국구조물진단유지관리공학회 논문집
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• 제7권3호
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• pp.223-230
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• 2003

본 연구의 목적은 탄소섬유쉬트(CFS)로 보강된 RC보의 보강시 상재하중의 유무에 따른 보강효과와 휨거동을 실험적으로 고찰하는 것이다. 실험변수는 인장철근비(0.85, 1.32, 1.91%)와 상재하중(무보강보의 항복내력의 80%)으로 한다. 보강보의 구조적 거동을 항복하중과 극한하중, 하중-중앙부 처짐 관계, 연성, 보강 효과의 항으로 비교하였다. 실험결과로부터, CFS로 보강된 RC보의 극한 내력과 휨파괴거동이 원부재와 부착된 CFS 간의 초기응력에 의해 변화하는 것으로 나타났다.

• Structural Engineering and Mechanics
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• 제65권4호
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• pp.491-504
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• 2018

Because of sandwich structures with low weight and high stiffness have much usage in various industries such as civil and aerospace engineering, in this article, buckling and free vibration analyses of coupled micro composite sandwich plates are investigated based on sinusoidal shear deformation (SSDT) and most general strain gradient theories (MGSGT). It is assumed that the sandwich structure rested on an orthotropic elastic foundation and make of four composite face sheets with temperature-dependent material properties that they reinforced by carbon and boron nitride nanotubes and two flexible transversely orthotropic cores. Mathematical formulation is presented using Hamilton's principle and governing equations of motions are derived based on energy approach and applying variation method for simply supported edges under electro-magneto-thermo-mechanical, axial buckling and pre-stresses loadings. In order to predict the effects of various parameters such as material length scale parameter, length to width ratio, length to thickness ratio, thickness of face sheets to core thickness ratio, nanotubes volume fraction, pre-stress load and orthotropic elastic medium on the natural frequencies and critical buckling load of double-bonded micro composite sandwich plates. It is found that orthotropic elastic medium has a special role on the system stability and increasing Winkler and Pasternak constants lead to enhance the natural frequency and critical buckling load of micro plates, while decrease natural frequency and critical buckling load with increasing temperature changes. Also, it is showed that pre-stresses due to help the axial buckling load causes that delay the buckling phenomenon. Moreover, it is concluded that the sandwich structures with orthotropic cores have high stiffness, but because they are not economical, thus it is necessary the sandwich plates reinforce by carbon or boron nitride nanotubes specially, because these nanotubes have important thermal and mechanical properties in comparison of the other reinforcement.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2004년도 추계학술대회 논문집
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• pp.487-490
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• 2004

In this paper, we investigated the characteristics of initiation and propagation behavior for fatigue crack observed by changing various shapes of initial crack and magnitudes of loading in modified compact tension shear(CTS) specimen subjected to shear loading. In the low-loading condition, the secondary fatigue crack was created in the notch root due to friction on the pre-crack face grew to a main crack. In the high-loading condition, fatigue crack under shear loading propagated branching from the pre-crack tip. Influenced by the shear loading condition, fatigue crack propagation retardation appeared in the initial propagation region due to the reduction of crack driving force and friction on crack face. In both cases, however, fatigue cracks grew in tensile mode type. The propagation path of fatigue crack under the Mode II loading was 70 degree angle from the initial crack regardless of its shape and load magnitude.