• 비파괴검사학회지
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• 제33권5호
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• pp.459-464
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• 2013

Structures can be evaluated their health status by allowable loading criteria. These criteria can be determined by the maximum strain. Therefore, in order to detect this maximum strain of structures, fiber optic Bragg grating(FBG) sensor probes are newly designed and fabricated to perform the memorizing detection even if the sensor system is on-and-off. The probe is constructed with an FBG optical fiber embedded in silver epoxy. When the load is applied and removed on the structure, the residual strain remains in the silver epoxy to memorize the maximum strain effect. In this study, a commercial Al-foil bonded FBG sensor probe was tested to investigate the detection feasibility at first. FBG sensor probes with silver epoxy were fabricated as three different sizes. The detection feasibility of maximum strain was studied by doing the tensile tests of CFRP specimens bonded with these FBG sensor probes. It was investigated the sensitivity coefficient defined as the maximum strain divided by the residual strain. The highest sensitivity was 0.078 of the thin probe having the thickness of 2 mm.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2004년도 봄 학술발표회 논문집
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• pp.95-102
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• 2004

The 1st and 2nd tension forces of the PSSC(Prestressed Steel and Concrete) girder constructed with commercial rolling beams and concrete are optimally designed. The design variables are the 1st and 2nd tension forces due to multi-step prestressing and live load. The objective function is set to the maximum live load. Design conditions are allowable stress at the top and bottom of slab, beam and infilled concrete due to a construction step. An Optimization of Matlab based program Is developed. The results show that the tendon position and concrete compression strength etc are important.

• 전기학회논문지P
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• 제63권2호
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• pp.107-112
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• 2014

To cope with the ever increasing electric power demands in metropolitan areas, a greater underground cable transmission capacity is required. In general, it must be determined whether the temperature in the tunnel maintains the maximum allowable temperature. In order to improve this point, it is used to the loss factor. But, for economic cooling, it is problem to use such loss factor in this country. In this study, based on the load factor in this country, technique for calculating the loss factor has been presents. The suggested method has been tested in a sample section using the computer and the results have shown the usefullness of the suggested method.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.333-336
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• 2008

U-Channel Bridge is effective bridge type, because its edge beam performs role of barrier and enables to reduce additional dead loads. Nevertheless, there is possibility of bridge collapse under impact load due to car crash. Also, edge beam must have ability to induce safe driving and prevent falling accidents. Therefore, this study carries out analysis of behavior of edge beam and slab and evaluation of structural stability under impact loads, based on Korean Highway Bridge Design Specifications and AASHTO LRFD Bridge Design Specification. According to analysis result, the maximum stress of edge beam and slab satisfies specification of allowable stress.

• 한국구조물진단유지관리공학회 논문집
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• 제17권5호
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• pp.21-30
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• 2013

본 연구는 현재 내측 거더부에 적용하고 있는 LB-Deck를 캔틸레버부까지 확대 적용하기 위하여 Precast Concrete Cantilever Deck를 제안하고, 제안된 PCC-Deck의 구조적인 안전성과 처짐등 거동특성을 평가하였다. PCC-Deck의 구성은 일반부 LB-Deck와 캔틸레버부의 Deck를 주철근과 격자봉을 연장하여 제작하는 방식으로, 기존 LB-Deck을 사용할 경우 발생하는 전도에 대한 문제를 보완하였다. 수치해석 및 실험 결과 최적의 구조로 제안된 D-Type (상부근 16 mm, 격자봉 6 mm, 하부근 12 mm)의 경우 최대하중 28 kN, 최대처짐 27.49 mm로 나타났으며, 자중을 제외한 하중 10kN에서의 시공하중에 대한 내하하중 비율이 2.8로 가장 좋은 결과를 나타냈다. 이러한 결과는 다른 Type의 PCC-Deck 실험체 대비 77.5%의 개선효과가 있는 것으로 평가되었다.

• 한국생산제조학회지
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• 제22권1호
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• pp.70-76
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• 2013

This study investigates structural durability through the analyses of stress, fatigue life and vibration damage at bike carrier basket. As model 2 has less stress and deformation than model 1 on static structural analysis, model 2 becomes more durable than model 1. Among the cases of nonuniform fatigue loads, 'SAE bracket history' with the severest change of load becomes most unstable but 'Sample history' becomes most stable. The amplitude deformations become highest at maximum response frequency of 2400Hz in cases of models 1 and 2. As the values of maximum equivalent stresses become within the allowable material stresses at two holes at the upper parts on models 1 and 2, these models become safe. The structural result of this study can be effectively utilized with the design of bike carrier basket by investigating prevention and durability against fatigue or vibration damage.

• 한국정밀공학회지
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• 제31권5호
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• pp.411-416
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• 2014

In this research we present design optimization methods for a vehicle-mounted satellite antenna positioner. Our initial antenna positioner was conservatively designed to satisfy a worst case scenario where wind blew across the positioner at the speed of 120 km/h. Investigating stresses and safety based on Finite Element Methods (FEM), we find reflector support frames can be optimized to significantly reduce the weight of the positioner system. Thus, we optimize the reflector support frame from the given initial design while considering weight, maximum stress, maximum allowable deflection, cross section, and thickness. As a result, Shape C and the thickness of 2 mm are determined for the cross section of the reflector support frame. Applying this result, the weight of the new antenna positioner is 57.343 kg, which is decreased by 10.74% compared to the initial conservative design.

• 한국공간구조학회논문집
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• 제23권1호
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• pp.45-52
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• 2023

This study proposes an RCS composite damping device that can achieve seismic reinforcement of existing buildings by dissipating energy by inelastic deformation. A series of experiments assessing the performances of the rubber core pad, hysteretic steel slit damping device, and hybrid RCS damping device were conducted. The results showed that the ratios of the deviations to the mean values satisfied the domestic damping-device conformity condition for the load at maximum device displacement in each direction, at the maximum force and minimum force at zero displacement, as well as the hysteresis curve area. In addition, three analysis models based on load-displacement characteristics were proposed for application to seismic reinforcement design. In addition, the validity of the three proposed models was confirmed, as they simulated the experimental results well. Meanwhile, as the shear deformation of the rubber-core pad increased, the hysteretic behavior of super-elasticity greatly increased the horizontal force of the damping device. Therefore, limiting the allowable displacement during design is deemed to be necessary.

• Nuclear Engineering and Technology
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• 제28권2호
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• pp.185-196
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• 1996

이 연구의 목적은 원자력발전소 페라이트 배관에 존재하는 원주방향 표면균열을 평가하는데 사용되는 ASME Code Z-Factor를 수정하는데 있다. ASME Code Z-Factor는 소성하중을 탄소성하중으로 보정하는 하중 보정 계수로서, 현재 사용되는 ASME Code Z-Factor는 최대하중을 과소평가하는 문제점이 있다. 이 연구에서는 먼저 기존의 SC. TNP방법이 수정되었으며, 그 이유는 기존의 SC. TNP 방법으로 예측된 최대허용하중이 실험에서 측정된 방법보다 약간 큰 결과를 주는 문제가 있기 때문이다. 이 수정된 SC. TNP 방법을 사용하여 페라이트 배관에 대한 새로운 Z-Factor를 개발하였다. 수정된 SC. TNP 방법의 타당성 과 새로 개발된 Z-Factor의 타당성을 원주방향 표면균열을 갖는 배관에 대한 실험 결과를 통해 조사하였다. 평 가결과는 수정된 SC. TNP 방법은 페라이트 및 오스테나이트 배관의 원주 방향 표면균열의 거동을 잘 예측할 수 있음을 보여 주며, 또한 수정된 SC. TNP 방법으로 구한 새로운 Z-Factor는 페라이트 배관에 존재하는 원주방향 표면균열의 거동을 잘 예측할 수 있음을 보여준다.

• 한국지반환경공학회 논문집
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• 제14권11호
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• pp.13-23
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• 2013

서해안 연약지반에서 굴착 후 시멘트밀크의 주입없이 경타로 시공된 PHC 말뚝에 대하여 동재하시험과 정재하시험을 병행하여 그 상관성을 분석하였다. 초기 동재하시험은 Hydraulic Hammer(Ram Weight 7.0tf)를 사용하여 낙하고 0.8m에서 최종 평균 관입량은 3.0~8.0mm로 측정되었다. 이때 CAPWAP 분석결과에 의한 최종 허용지지력은 776.4~1,053.6kN/본으로 확인되었다. 정재하시험은 동재하시험을 한 동일 말뚝에 실시하는 것이 가장 이상적이나, 현장 여건상 인접의 말뚝에 설계지지력(120.0tf)의 200%인 총 시험하중(2,400.0kN)을 8단계로 나누어 재하시험한 결과, 총침하량은 15.97~16.38mm, 잔류침하량은 4.48~5.38mm로 측정되었으며, 모든 분석법을 적용하여도 항복하중과 극한하중은 확인되지 않았다. 따라서 최대시험하중(240.0tf)을 항복하중으로 간주하여 안전율 2.0으로 나누어 허용지지력을 산정한 결과 허용지지력은 1,200kN/본 이상 되는 것으로 나타났다. 그 결과 정재하시험보다 동재하시험이 1.54~1.1.4배 큰 것으로 나타났다.