• 콘크리트학회논문집
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• 제26권3호
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• pp.335-342
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• 2014

이 논문에서는 철근콘크리트 건물의 폭발하중에 의한 연쇄붕괴 해석을 위한 적합한 침식 기준값을 제안하였다. 침식은 기본적으로 대변형에 의한 오류나 해석의 갑작스러운 종료 등의 문제를 극복하기 위한 수치해석 기법이며 선행연구에서 폭발해석에서의 적합한 침식기준 값을 제안했었다. 하지만 콘크리트는 변형률 속도에 따라 다른 스트레스-스트레인 곡선을 갖는다. 따라서 실험 결과와 수치해석 결과를 비교함으로써 실제와 같은 연쇄붕괴 시뮬레이션에 적합한 침식기준 값을 제안하였다. 최종적으로 실제 붕괴가 일어났던 오클라호마 연방정부 건물을 두 결과 값의 중간 값을 적용하여 유사 해석을 진행하였다. 그 결과, 해석 결과는 실제 붕괴를 잘 묘사하고 있다.

• 대한건축학회논문집:구조계
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• 제34권8호
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• pp.3-11
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• 2018

In this study, total nine R/C beams, designed by the PVA Fiber with ground granulated blast furnace slag and recycled fine aggregate were constructed and tested under monotonic loading. In the material development, micromechanics was adopted to properly select the optimized range of the composite based on steady-state cracking theory and experimental studies on the matrix and interracial properties. Experimental programs were carried out to improve and evaluate the structural performance of the test specimens: the load-displacement, the failure mode, the maximum strength, and ductility capacity were assessed. Test results showed that test specimens (BSPR-20, 40) was increased the maximum load carrying capacity by 3~6% and the ductility capacity by 9~14% in comparison with the standard specimen (BSS). And the specimens (BSPR-60, 80, 100) was decreased the maximum load carrying capacity by 0~4% and the ductility capacity by 79% in comparison with the standard specimen (BSS) respectively.

• Structural Engineering and Mechanics
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• 제53권3호
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• pp.589-605
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• 2015

The use of the rigid polyurethane foam (RPF) to strengthen buried structures against blast terror has great interests from engineering experts in structural retrofitting. The aim of this study is to use the RPF to strengthen the buried structures under blast load. The buried structure is considered to study the RPF as structural retrofitting. The Guowei model (Guowei et al. 2010) is considered as a case study. The finite element analysis (FEA) is also used to model the buried structure under shock wave. The buried structure performance is studied based on detonating different TNT explosive charges. There is a good agreement between the results obtained by both the Guowei model and the proposed numerical model. The RPF improves the buried structure performance under the blast wave propagation.

• Computers and Concrete
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• 제17권2호
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• pp.215-225
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• 2016

High performance materials such as Fiber Reinforced Plastic (FRP) are often used for retrofitting structures against blast loads due to its ductility and strength. The effectiveness of retrofit materials needs to be precisely evaluated for the retrofitting design based on the dynamic material responses under blast loads. In this study, the blast resistance of Carbon Fiber Reinforced Plastic (CFRP) and Kevlar/Glass hybrid fabric (K/G) retrofitted reinforced concrete (RC) wall is analyzed by using the explicit analysis code LS-DYNA, which accommodates the high-strain rate dependent material models. Also, the retrofit effectiveness of FRP fabrics is evaluated by comparing the analysis results for non-retrofitted and retrofitted walls. The verification of the analysis is performed through comparisons with the previous experimental results.

• Computers and Concrete
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• 제33권6호
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• pp.725-738
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• 2024

This study presents a macro-modeling procedure for nonlinear finite element analysis of reinforced and prestressed concrete panels under blast loading. The analysis procedure treats cracked concrete as an orthotropic material based on a smeared rotating crack model within the context of total-load secant stiffness-based formulation. A direct time integration method compatible with the analysis formulation is adapted to solve the dynamic equation of motion. Considerations are made to account for strain rate effects. The analysis procedure is verified by modeling 14 blast tests from various sources reported in the literature including a blast simulation contest. The analysis results are compared against those obtained from experiments, simplified single-degree-of-freedom (SDOF) methods, and sophisticated hydrocodes. It is demonstrated that the smeared crack macro-modeling approach is a viable alternative analysis procedure that gives more information about the structural behavior than SDOF methods, but does not require detailed micro-modeling and extensive material characterization typically needed with hydrocodes.

• 한국지진공학회논문집
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• 제14권1호
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• pp.11-23
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• 2010

주요 구조물의 방호를 위해 에너지 흡수 능력이 뛰어난 알루미늄 폼을 갖는 희생부재를 제안하였다. 근거리 폭발에 의한 집중된 폭파하중의 압력 저감에 대한 외연적 유한요소해석을 통한 변수 연구를 수행하였다. 폭발하중의 규모는 Z=0.48~0.95 수준으로 설정하였고 경험적 폭발하중을 이용하였다. 알루미늄 폼의 해석 변수는 밀도와 두께로 설정하였고 덮개 여부를 고려하였다. 해석 결과로 부터 밀도가 낮고 두께가 두꺼울수록 전달압력의 수준을 알루미늄 폼의 항복강도 수준으로 제어할 수 있고 폭발의 규모가 증가하면 높은 밀도의 두꺼운 희생부재가 필요함을 보였다. 덮개는 두께의 영향이 뚜렷하고 폭발압력을 분산시키는 효과를 나타내었다. 폭발의 수준에 따라 희생부재의 에너지 소산의 정도가 달라지기 때문에 이를 고려한 희생부재의 설계변수 설정이 필요하다.

• 한국전산구조공학회논문집
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• 제24권4호
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• pp.365-373
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• 2011

병렬과 영역분할을 이용한 폭발하중을 받는 철근콘크리트패널의 손상을 분석하였다. 폭풍파는 극도로 짧은시간 동안에 발생되기 때문에 수치해석을 통한 결과값은 폭풍파의 메쉬크기에 영향을 받는다. 그러므로 폭풍파 메쉬크기의 영향을 분석하기 위해 explicit 유한요소해석 프로그램인 AUTODYN을 이용하여 기존 실험결과와 메쉬크기에 따른 해석결과가 비교되었다. 폭발해석결과 메쉬크기가 작을수록 정확도가 높았으나 수행시간이 증가하여 효율성이 떨어졌다. 추가로 수치해석의 효율성을 높이기 위해 영역별 Euler와 Lagrange 기법을 달리하는 병렬해석이 수행되었다. 결과로, 폭풍파영역에서는 영역분할된 Euler 메쉬를 사용하고 구조물영역에서는 영역 분할된 Lagrange 메쉬를 사용하는 것이 구조물영역에서 영역 분할된 Lagrange 메쉬만을 사용한 것보다 수치효율성이 가장 높았다.

• Structural Engineering and Mechanics
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• 제68권2호
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• pp.237-245
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• 2018

This study proposes an empirical formulation to predict the maximum deformation of offshore blast wall structure that is subjected to impact loading caused by hydrocarbon explosion. The blast wall model is assumed to be supported by a simply-supported boundary condition and corrugated panel is modelled. In total, 1,620 cases of LS-DYNA simulations were conducted to predict the maximum deformation of blast wall, and they were then used as input data for the development of the empirical formulation by regression analysis. Stainless steel was employed as materials and the strain rate effect was also taken into account. For the development of empirical formulation, a wide range of parametric studies were conducted by considering the main design parameters for corrugated panel, such as geometric properties (corrugation angle, breadth, height and thickness) and load profiles (peak pressure and time). In the case of the blast profile, idealised triangular shape is assumed. It is expected that the obtained empirical formulation will be useful for structural designers to predict maximum deformation of blast wall installed in offshore topside structures in the early design stage.

• 국제강구조저널
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• 제18권5호
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• pp.1684-1698
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• 2018

Fragility functions are determined for braced steel moment frames (SMFs) with plans such as square-, T-, L-, U-, trapezoidal-, and semicircular-shaped, subjected to blast. The frames are designed for gravity and seismic loads, but not necessarily for the blast loads. The blast load is computed for a wide range of scenarios involving different parameters, viz. charge weight, standoff distance, and blast location relative to plan of the structure followed by nonlinear dynamic analysis of the frames. The members failing in rotation lead to partial collapse due to plastic mechanism formation. The probabilities of partial collapse of the SMFs, with and without bracing system, due to the blast loading are computed to plot fragility curves. The charge weight and standoff distance are taken as Gaussian random input variables. The extent of propagation of the uncertainties in the input parameters onto the response quantities and fragility of the SMFs is assessed by computing Sobol sensitivity indices. The probabilistic analysis is conducted using Monte Carlo simulations. The frames have least failure probability for blasts occurring in front of their corners or convex face. Further, the unbraced frames are observed to have higher fragility as compared to counterpart braced frames for far-off detonations.

• 대한토목학회논문집
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• 제41권4호
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• pp.331-340
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• 2021

본 논문은 비예측 극한하중인 폭발하중에 노출된 RC building 구조물의 폭발손상평가를 위한 수치해석적 연구이다. 수치해석의 효율성 및 정확성을 높이기 위해, 폭발하중에 대한 정의, 유체-구조 연성을 위한 Euler-Lagrange 커플링 기법 적용, 그리고 고변형률 속도가 고려된 콘크리트 및 강재 재료구성모델이 제안된다. 특히 효율적인 폭발하중 정의를 위해, Euler-FCT 기법을 통하여 TNT 질량에 따른 시간별 압력하중 데이터가 확보되고, 이는 RC building 구조물 총 7 지점의 폭발위치에 적용되며, ANSYS-AUTODYN 솔버에 연결되어 수치 시뮬레이션이 수행된다. 해석결과, TNT 질량 및 폭발 위치에 따라 손상 차이가 발생하였으며, 먼저 TNT 질량 20 kg 일 경우 3 곳의 폭발손상 지점에서 주부재 중 슬래브에서만 중간 및 가벼운 손상이 발생되었고, TNT 질량 100 kg 일 경우 5 곳의 폭발손상 지점 중 3 곳은 슬래브 및 보 부재에서 중간 손상이 발생되었으며, 2 곳은 슬래브에서 심각한 손상이 발생되었다.