• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2001년도 봄 학술발표회 논문집
• /
• pp.181-188
• /
• 2001

Due to many advantage of advanced composite material, research on the composite compression member is initiated. In this paper structural characteristics of concrete filled glass fiber reinforced composite tubular member is studied. Through 4-point flexural test with various level of axial force, the performance of composite compression member was analyzed. Also numerical method to find P-M diagram of composite compression member was developed. It is demonstrated that result of numerical method agree well with experimental results.

• 대한기계학회논문집A
• /
• 제31권10호
• /
• pp.1046-1052
• /
• 2007

Elastic-plastic structural analysis for regenerative cooling chamber of gas generator was performed. Uniaxial tension test was conducted for STS316L at room and high temperature conditions to get the material data necessary for the structural analysis of the chamber which was operated under thermal load and high internal pressure. Physical properties including thermal conductivity, specific heat and thermal expansion were also measured. The structural analysis for four different types of regenerative cooling chamber of gas generator revealed that increased cooling performance decreased the thermal load and strain of the cooling channel structure. The results propose that in order for the regenerative cooling gas generator chamber to have high structural stability with endurance to high mechanical and thermal loads, it is important for the chamber to be designed to have high cooling performance.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2007년도 춘계학술대회A
• /
• pp.802-807
• /
• 2007

Elastic-plastic structural analysis for regenerative cooling chamber of gas generator was performed. Uniaxial tension test was also conducted for STS316L at room and high temperature conditions to get the material data necessary for the structural analysis of the chamber which is operated under thermal load and high internal pressure. Physical properties including thermal conductivity, specific heat and thermal expansion data were also measured. The structural analysis for four different types of regenerative cooling chamber of gas generator revealed that increased cooling performance decreases the thermal load and strain of the cooling channel. The results propose that in order for the regenerative cooling gas generator chamber to have high structural stability with endurance to high mechanical and thermal loads, it is important for the chamber to be designed to have high cooling performance.

• 한국구조물진단유지관리공학회 논문집
• /
• 제22권2호
• /
• pp.34-42
• /
• 2018

아스팔트 콘크리트 궤도(ACT)의 변형을 최소화하고 구조적 안전성을 확보하기 위해서는, 열차 하중을 분산 및 저감시킬 수 있고 아스팔트 도상의 노출을 줄일 수 있는 광폭 형태의 콘크리트 침목이 필요하다. 본 연구에서는 형상 설계를 통해 아스팔트 콘크리트 궤도용 광폭 PSC침목을 개발하였으며, 유한요소해석을 통해 레일 좌면부 및 침목 중앙부에 대한 구조 안전성을 검토하였다. 또한 아스팔트 콘크리트 궤도용 광폭 PSC침목의 설계 적합성을 검증하기 위하여, EN 13230-2에 의거 침목 주요 위치별로 정적 휨 강도 시험, 동적 휨 강도 시험 및 피로 시험을 수행하였다. 성능 시험 결과, 아스팔트 콘크리트 궤도용 광폭 PSC침목은 균열 하중, 파괴 하중, 및 균열 확대 여부 등 유럽 표준에서 요구되는 성능 기준을 모두 충족하였다.

• 한국구조물진단유지관리공학회지
• /
• 제18권3호
• /
• pp.48-56
• /
• 2014

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
• /
• pp.37-40
• /
• 2005

Reinforced dual concrete beam (RDC beam) is the reformed system that improves the overall structural properties of beam by partially applying high performance steel fiber reinforced concrete (HPSFRC) in the lower tension part of conventional reinforced concrete beam (RC beam). Fatigue test was done to prove the structural superiority of RDC beam. As a result of fatigue test, the deflection of RDC beam was decreased obviously and the slope of number of cycle-deflection relation curve of RDC beam was increased gently in comparison with RC beam.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2023년도 가을학술발표대회논문집
• /
• pp.215-216
• /
• 2023

Leakage in the structure due to the irregular flow of groundwater in the underground structure penetrates into internal spaces such as underground parking lots and basement through underground walls, which is expensive in terms of maintenance of the building. In this study, various composite waterproofing methods installed on the outer walls of underground structures were selected to evaluate the structural performance of composite specimens due to bending behavior through experiments and analysis on bending test behavior on concrete attachment surfaces.

• 대한기계학회논문집A
• /
• 제41권9호
• /
• pp.897-904
• /
• 2017

광학 탑재 장비는 다수의 광학 부품 및 검출기로 구성되며 목표물 탐지와 분류를 목적으로 항공기, 전차 및 군함에 탑재되어 운용된다. 수 km 고도에서 운용되는 항공용 광학 탑재 장비는 항공기에서 발생하는 진동 때문에 구조 안정성과 광학 성능 저하가 발생한다. 설계 단계에서 진동 환경조건에 대한 탑재 장비의 구조 안정성 및 광학 성능 검증이 요구된다. 본 연구에서는 진동 환경조건을 시험 표준 규격서와 항공기에서 발생하는 진동을 측정하여 분석하였다. 진동 환경조건은 구조 안정성 검증을 위한 내구도 진동조건과 광학 성능 검증을 위한 운용 진동조건으로 구분하였다. 구조 안정성을 고유진동수 해석, 내구도 진동 응답해석 및 정해석을 통해 검증하였다. 광학 성능을 운용 진동 응답해석 결과를 광학 설계/분석 프로그램에 적용하여 검증하였다.

• 한국안전학회지
• /
• 제32권1호
• /
• pp.66-74
• /
• 2017

Masonry walls which are commonly used for partitions in low-rise reinforced concrete (RC) structures, can be easily exposed to high risks under strong earthquakes. Since the strength degradations cannot be protected under the ground motions, their applications cannot be recommended for building structures which are designed to possess high seismic performances. However, masonry-infilled walls are typically considered as non-structural elements in evaluating the seismic performance of building structures. In order to figure out this problem, this study performed experiments using two specimens-only RC frame and RC frame infilled with masonry walls- under static loading. Also, the study established analytical models representing fully infilled frames and bare frame, and compared their structural behavior with test results. In addition, analytical model representing partially infilled frames was established and analyzed. Test results indicated that strength and energy dissipating capacity were increased for IW-RN(fully infilled frames) compared to the NW(bare frame). The nonlinear static analysis of the three specimens was also conducted using the inelastic plastic hinge frame element and diagonal strut models, and the analytical results successfully simulated the nonlinear behaviour of the specimens in accordance with the test results.

• 한국소음진동공학회논문집
• /
• 제26권6_spc호
• /
• pp.697-704
• /
• 2016

The second shutdown drive mechanism (SSDM) that is classified into seismic category I as an active mechanical equipment shall maintain the structural integrity and its designed inherent safety functions during and/or after normal operation, anticipated operational occurrences, accidents and seismic occurrences. Therefore, not only a structural integrity assessment through numerical analyses but also a qualification test by using the prototype SSDM shall be conducted to verify the adequacy of the SSDM design. This paper describes a sort of seismic qualification test of the prototype SSDM to demonstrate that the structural integrity and operability (functionality) of SSDM are maintained during and/or after seismic excitations. From the results, this paper shows that the SSDM satisfies all design requirements without any malfunctions during and after the seismic test.