현재 기후변화 문제 해결을 위한 국제적 목표 및 국내 에너지 정책에 부합하는 LNG 발전의 효율성을 극대화하는 방안이 요구 되고 있다. 2050년 탄소중립 목표 달성을 위해 각국은 2030년까지 온실가스 감축 목표를 설정하였고, 국내에서도 석탄 발전 시설을 단계 적으로 폐쇄하고 LNG 발전 시설을 확대하려는 노력이 진행되고 있다. 이 연구에서는 LNG의 재기화 과정에서 발생하는 냉열을 회수하여 Carbon Capture and Storage, Ammonia-water Rankine Cycle / Kalina Cycle, Data Center Cooling, Direct Expansion 공정에 활용할 수 있는 시스템을 제안하였다. 연구 결과 제안된 시스템의 3E 분석 결과 Energy 효율 51.52%, Exergy 효율 42.74%, 환경적 측면에서 2,145.8 gCO2 / kgLNG의 탄 소 배출량을 보여 가장 우수한 성능을 확인하였다. 이를통해 본 연구에서 새롭게 제시한 시스템은 Energy, Exergy, 환경성 측면에서 강점을 가지며, 향후 기후변화 대응에 크게 기여할 것으로 판단된다.

다양한 원인으로 콘크리트 구조물에 하중이 작용되며, 이에 대한 적절한 대응이 이루어지지 않으면 구조물에 열화가 발생하고, 붕괴와 같은 대규모 재난을 초래할 수 있다. 구조물에 발생하는 하중을 감 지하는 연구는 지속적으로 이루어지고 있지만, 안전성 모니터링을 위한 혁신적인 시스템에는 여전히 부족함이 존재한다. 탄소나노튜브/폴리우레탄 복합체는 다양한 공학 분야에서 구조물 건전성 모니터링 을 위한 센서로 활용되어 센싱 효과가 뛰어난 것으로 알려져 있다. 따라서 본 연구에서는 다양한 공학 분야에서 구조물 건전성 모니터링 센서로 활용되고 있는 탄소나노튜브/폴리우레탄 복합체를 제작하여 모니터링 시스템을 개발하였다. 다양한 하중에 대한 센싱 성능을 파악하기 위해 인장, 압축, 충격 시험 을 진행하였고, 동시에 센서의 전기적 변화를 분석하였다. 추가적으로 본 센서가 구조물 표면에 적용 됨에 따라 온도, 습도와 같은 환경적 영향성을 분석하여 활용 가능성을 평가하였다. 또한, 최대 48행, 48열의 다중 계측이 가능한 IoT 기반 다중 모니터링 시스템을 개발하고, 이를 구조물에 적용된 센서 와 연계하여 스마트 모니터링 시스템으로서의 성능을 평가하였다. 이를 통해 탄소나노튜브/폴리우레탄 복합체 기반 센서는 구조물 하중 감지 시스템으로 활용이 가능할 것으로 판단되었다.

PURPOSES : The wedge-type anchorage system requires a complex analysis of not only the tensile stress of the CFRP plate, but also the compressive stress and shear stress generated by the wedge action. The purpose of this study is to find a composite material failure theory that is suitable for analyzing the behavior of wedge-type anchorage system among various failure theories. METHODS : In this study, numerical analysis of various composite material failure theories was performed to analyze the anchorage strength and failure mode of the wedge-type anchorage system according to each failure theory, and compared with actual test results to determine the composite material failure theory most suitable for analyzing the behavior of a wedge-type anchorage system. RESULTS : Since the Maximum Stress failure theory shows similar results to the actual test in terms of failure mode and anchorage strength, there is no significant problem in applying it to the wedge-type anchorage system. However, it is judged to be difficult to apply under property conditions where interactions between stresses are highlighted. The Tsai-Hill and Tsai-Wu failure theories are considered unsuitable for application to wedge-type anchorage systems because the wedge angle conditions at which the most advantageous anchorage strength occurs are significantly different from other theories and the fracture type cannot be predicted. The Hashin-Rotem failure theory is considered to be the most appropriate to apply as a failure theory for the wedge-shaped anchorage system because the anchorage strength was slightly lower than the actual test results, but there was no significant difference, and the failure mode was consistent with the test results. The Hashin failure theory is judged to be unsuitable for application as a failure theory for the wedge-type anchorage system because the anchorage strength and failure mode were interpreted differently from the actual test results. CONCLUSIONS : The Hashin-Rotem failure theory was presented as the composite material failure theory most suitable for analyzing the behavior of wedge-type anchorage system.

This study aims to assess the seismic performance of retrofitted reinforced concrete columns using a Replaceable Steel Brace (RSB) system, subjected to combined axial, lateral, and torsional loadings. Through experimental testing, one non-retrofitted concrete column specimen and two retrofitted specimens with variable sliding slot lengths were subjected to eccentric lateral loads to simulate realistic seismic loading. The retrofitted specimens with RSBs exhibited enhanced resistance against shear cracking, effective torsional resistance, and demonstrated the feasibility of easy replacement. The RSB system substantially improved seismic performance, achieving approximately 1.7 times higher load capacity and 3.5 times greater energy dissipation compared to non-retrofitted column, thus validating its efficacy under combined loading conditions.

In this study, we proposed a simulator for the development of a digital multi-process welding machine and a welding process monitoring system. The simulator, which mimics the data generation process of the welding machine, is composed of process control circuit, peripheral device circuit, and wireless communication circuit. Utilizing this simulator, we aimed to develop a welding process monitoring system that can monitor the welding situations of four multi-process welding machines and three processes each, with data transmission through wireless communication. Through the operation of the proposed simulator, sequential digital processing of multi-process welding data and wireless communication were achieved. The welding process monitoring system enabled real-time monitoring and accumulation of the process data. The selection of upper and lower limits for process variables was carried out using a deep neural network based on allowable changes in bead shape, enabling the management of welding quality by applying a process control technique based on the trend of received data.

Structural vibration induced by earthquake hazards is one of the most significant concerns in structure performance-based design. Structural hazards evoked from seismic events must be properly identified to make buildings resilient enough to withstand extreme earthquake loadings. To investigate the effects of combined earthquake-resistant systems, shear walls and five types of dampers are incorporated in nineteen structural models by altering their arrangements. All the building models were developed as per ACI 318-14 and ASCE 7-16. Seismic fragility curves were developed from the incremental dynamic analyses (IDA) performed by using seven sets of ground motions, and eventually, by following FEMA P695 provisions, the collapse margin ratio (CMR) was computed from the collapse curves. It is evident from the results that the seismic performance of the proposed combined shear wall-damper system is significantly better than the models equipped with shear walls only. The scrutinized dual seismic resisting system is expected to be applied practically to ensure a multi-level shield for tall structures in high seismic risk zones.

국제해사기구(IMO)를 필두로하여 국제적으로 선박에 대한 배출가스 규정을 강화하고 있으며, 대한민국 정부도 온실가스 감축 을 위한 기본 로드맵을 설정하는 등 배출가스 저감을 위한 대책 마련이 절실한 상황이다. 또한, 국내 연안을 항해하는 선박에서 배출되는 온실가스 배출량 중 90.6%를 차지하고 있는 어선에 적용가능한 효율적이고 배출가스량이 감소가능한 새로운 추진시스템의 도입이 절실 하다. 본 연구에서는 국내 연안어선에 적용가능한 전기복합 추진시스템을 제안하고, 전기복합 추진시스템이 적용가능한 대상선박을 선정 하였다. 선정된 기존 대상어선에 탑재된 추진시스템과 비교하여 개발된 전기복합 추진시스템을 적용할 경우 발생할 수 있는 예상 연료소 모량을 비교하기 위한 시뮬레이션 시스템을 Matlab/Simulink를 이용하여 구성하였다. 시뮬레이션을 통해 기계식 추진시스템, 전기복합 추 진시스템(배터리 육상충전을 하지 않은 경우, 육상충전을 한 경우)간의 연료소모량 결과를 확인하였으며 전기복합 추진시스템을 적용하 는 경우 약 13%, 16%의 연료소모량이 감소될 수 있는 것을 보여주는 결과를 확인하였다.

The clear-water phase (CWP) is a notable limnological phenomenon in freshwater systems caused by predatory interactions between large filter-feeding zooplankton and phytoplankton. However, the mechanisms and factors that influence the extent of CWP, particularly in complex water systems with both fluvial and lacustrine characteristics, remain poorly understood. The present study evaluated CWP occurrence patterns at different sites in a large reservoir located in a temperate monsoon region (Lake Paldang, Korea); the relationships among factors associated with CWP occurrence, such as transparency, zooplankton diversity, and chlorophyll a concentration were investigated. Transparency exhibited significant correlations with precipitation and retention time, as well as the relative abundance of zooplankton (p<0.01), suggesting that a change in the retention time due to precipitation can alter CWP. Data collected before and after CWP occurrence were analyzed using paired t-test to determine variations in CWP occurrence based on the water system characteristics. The results demonstrated that various factors were associated with CWP occurrence in the fluvial-type and lacustrine-type sites. The correlation between zooplankton biomass and transparency was stronger in the lacustrine-type sites than in the fluvial-type sites. The lacustrine-type sites, where cladoceran emergence is common and is associated with long retention times, favored CWP occurrence. The results suggest that lacustrine-type sites, which are conducive to zooplankton development and have relatively long retention times, enhance CWP occurrence. Furthermore, CWP occurrence was notable in spring, and the present study revealed that site-specific CWP could occur throughout the year, regardless of the season.