http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
분사식 섬유보강 코팅으로 보강된 RC보의 성능평가를 위한 유한요소해석 연구
하성국,양범주,이행기,Ha, Sung-Kug,Yang, Bum-Joo,Lee, Haeng-Ki 한국전산구조공학회 2009 한국전산구조공학회논문집 Vol.22 No.6
본 연구에서는 분사식 섬유보강 코팅층(sprayed fiber reinforced polymer, SFRP)으로 보강된 RC보의 성능평가를 위하여 유한요소해석을 수행하였다. 이를 위하여 미세역학을 기반으로 한 구성모델(micromechanical constitutive model)(Lee, 2001)과 손상모델(Damage models)(Lee 등, 2000; 2005)을 결합시킨 손상구성모델(damage constitutive model)을 유한요소 프로그램인 ABAQUS에 적용하였다. 유한요소해석 결과를 실험값(Ha, 2007; Ha 등, 2009)과 비교하여 손상구성모델의 정확성을 증명하고자 하였다. 비교분석 결과, 손상구성모델을 유한요소 프로그램에 적용한 해석은 실험결과(Ha, 2007; Ha 등, 2009)를 비교적 잘 예측하고 있음을 보여주었다. In this paper, a series of finite element analyzes were carried out to evaluate the performance of the RC beams strengthened with sprayed fiber reinforced polymer(SFRP) coating. A damage constitutive model based on the micromechanical constitutive model(Lee, 2001) in conjunction with the damage models(Lee 등, 2000) for SFRP coating was implemented into the finite element code ABAQUS. The present prediction results were compared with experimental data(Ha, 2007; Ha 등, 2009) to assess the accuracy of the damage constitutive model. It was concluded from the comparative study that the computational model developed by implementing the damage constitutive model into ABAQUS is suitable for the prediction of the performance of RC beams strengthened with SFRP coating.
유리단섬유로 보강된 분사식 섬유보강 복합재료의 인장거동에 관한 미세역학 기반 해석
양범주,하성국,이행기,Yang, Beom-Joo,Ha, Seong-Kook,Lee, Haeng-Ki 한국전산구조공학회 2012 한국전산구조공학회논문집 Vol.25 No.3
본 연구에서는 유리단섬유로 보강된 분사식 섬유보강 복합재료의 인장거동 평가를 위한 실험 및 해석연구를 수행하였다. 이를 위해 다양한 변형율속도(strain rate)에 따른 에폭시수지 및 분사식 섬유보강 복합재료의 인장강도 실험을 수행하였다. 본 연구에 사용된 분사식 섬유보강 복합재료는 15mm 길이로 절단된 유리단섬유가 25% 부피비율로 혼입된 보수 보강용 재료이다. 에폭시수지의 점탄성 특성을 고려하기 위해 역산모델링(inverse simulation)을 수행하여 변형율속도에 따른 점성변화를 함수식으로 제안하였다. 역산모델링을 통해 제안된 함수식을 미세역학 기반의 점탄성 손상모델(micromechanics-based viscoelastic damage model; Yang et al., 2012)에 적용하여 분사식 섬유보강 복합재료의 인장거동을 수치적으로 해석하였다. 분사식 섬유보강 복합재료의 인장거동 해석결과와 실험결과를 비교하여 미세역학 기반의 점탄성 손상모델의 정확성을 검증하였다. In this paper, experimental tests and theoretical studies were carried out to evaluate the tensile behavior of the sprayed FRP composite with chopped glass fiber. For this, a series of tensile strength tests with various strain rates were conducted on the specimens of the matrix and sprayed FRP composite. Sprayed FRP composite contained chopped glass fibers with fiber length of 15mm and a specific volume fraction of fibers of 25 %. An inverse simulation was conducted to simulate the strain rate sensitivity based on the present experimental data of the epoxy resin. The simulated viscosity value is adapted to the micromechanics-based viscoelastic damage model(Yang et al., 2012), and the overall tensile behavior of sprayed FRP composites is predicted. It was seen from the comparative study between present experimental data and predication results that the proposed methodology can be used to predict the viscoelastic behavior of the sprayed FRP composite.
조우민,하성국,강새한솔,장윤석 한국원자력학회 2023 Nuclear Engineering and Technology Vol.55 No.10
Since containment building is the major shielding structure to ensure safety of nuclear power plant, the structural behavior and ultimate pressure capacity of containments must be studied in depth. This paper addresses ambiguous issue of determining free-field position for liner failure by suggesting an expanded free-field region and comparing internal pressure capacities obtained by test data, conservative assumption and suggested free-field region. For this purpose, a practical approach to determine the freefield position for the evaluation of liner tearing is carried out. The maximum principal strain histories versus internal pressure capacities among different free-field positions at various azimuths and elevations are compared with those at the equipment hatch as a conservative assumption. The comparison shows that there are considerable differences in the internal pressure capacity at liner failure within the expanded free-field region compared to the vicinity of the equipment hatch. Additionally, this study proposes an approximate correlation with conservative factors by considering the expanded free-field ranges and material characteristics to determine realistic failure criteria for liner. The applicability of the proposed correlation is demonstrated by comparing the internal pressure capacities of full-scale containment buildings following liner failure criteria according to RG 1.216 and an approximate correlation