• 한국구조물진단유지관리공학회 논문집
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• 제12권5호
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• pp.169-178
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• 2008

압축플랜지의 설계는 단순히 종방향 보강재와 횡방향 보강재로 둘러싸인 서브패널(sub-panel)의 극한거동에 대해 적절한 안전율을 도입하여 이루어져 왔다. 그러나, 종방향 보강재의 수와 강성, 횡방향 보강재의 간격, 초기 변형량과 잔류응력의 분포 등 제 영향을 고려해서 압축플랜지 전체의 극한강도를 결정하는 것이 합리적이다. 본 연구에서는 Folded Plate 이론에 근거하여 압축플랜지에 대해 기하강성의 영향, 재료적 비선형성을 고려한 해석 프로그램을 개발하고 이를 바탕으로 국내에서 실제 시공된 강박스거더교의 압축플랜지에 적용하였다.

• International Journal of Korean Welding Society
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• 제1권2호
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• pp.45-50
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• 2001

This paper presents application of neutron diffraction technique to the measurement of residual stresses in the T-type 20 m thick welded stainless steel plates(100$\times$50 $mm^2$ and 50$\times$50 $mm^2$). The High Resolution Powder Diffractormeter of the Korea Atomic Research Institute was utilized in the measurement. The power of nuclear reactor was 24 MWt and the measured reflection in the 220 plane (2$\theta$）was $92.66^{\circ}$. Poisson ratio of 0.265 and elastic constant of 211 GPa were applied to the calculation of stresses and strains. Three directional components such as normal, transverse, and longitudinal stresses were measured. The results showed that three components were tensile and became compressive along the y axis in the zone away from the welded center. The compressive stresses became tensile in the zone away from the center line of x axis. This may be due to the balance effect caused by the net stress to keep the specimen shape flat.

• 한국강구조학회 논문집
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• 제9권1호통권30호
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• pp.37-49
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• 1997

The buckling behavior of the web of steel girders are largely dependent on the size and the location of stiffeners and the restraining effect of top and bottom flanges. Elastic and inelastic buckling analyses based or the Spline Finite Strip Method were executed to study the stiffening effect of the longitudinal stiffener on the web of box girders and to find how the top and bottom flanges had effects on the web, where geometric boundary conditions were limited by both hinged, both fixed and the flange sections. The basic assumption for the longitudinal end boundary conditions was that the vertical stiffeners had the rigidity enough to force nil deflection line on the web panel so that the junction line between web and vertical stiffener was assumed to be hinged boundary conditions. The provisions on the longitudinal stiffener of the plate and box girders of the Korean Standard Highway Bridge Specifications(1995) and AASHTO Specifications(1994 LRFD) were compared with the results obtained numerically for the various longitudinal stiffener size of box girders. Simple equations and design curves for the longitudinal stiffener of the web were proposed for the practical use.

• Journal of Welding and Joining
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• 제34권6호
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• pp.20-27
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• 2016

This study deals with the proper conditions of the trail rolling method (TRM) for the prevention of the buckling welding distortion at the AA5083 GMA butt weldment. For it, the effect of the working conditions of TRM including the rolling depth and the rolling distance between the welding torch and the roller on the longitudinal welding shrinkage force of the weldment was evaluated by using 3 dimensional thermo-mechanical FE analyses. The longitudinal welding shrinkage force inducing the buckling welding distortion at the GMA butt weldment was mitigated with an increase in the rolling depth and the rolling distance between the welding torch and the roller. Based on the results, the proper conditions of trail rolling method were established to reduce the longitudinal welding shrinkage force of the GMA butt weldment to below the critical value corresponding to the bucking distortion.

• 대한조선학회논문집
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• 제45권6호
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• pp.679-687
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• 2008

The fatigue life of ship structure under cyclic loading condition is made up of crack initiation and propagation stages. For a welding member in ship structure, the fatigue crack propagation life is more important than the fatigue crack initiation life. To calculate precisely the fatigue crack propagation life at the critical welding location, the knowledge of the residual stress sensitivity on the fatigue strength is necessary. In this study, thermo elastic-plastic analysis was conducted in order to examine the effect of residual stress on the fatigue crack propagation life. Also the fatigue crack propagation lives considering residual stress were calculated using fatigue crack growth code, AFGROW, on the basis of fracture mechanics. AFGROW is widely used for fatigue crack growth predictions under constant and variable amplitude loading. The reliability of AFGROW on the fatigue of ship structure was confirmed by the comparison of the estimated results with the fatigue propagation test results.

• 한국도시철도학회논문집
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• 제6권4호
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• pp.393-399
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• 2018

레일의 잔류응력은 레일의 피로 및 파괴 특성에 영향을 끼치는 인자로서, 레일의 가공 및 열처리 등 생산 과정 단계에서 이미 형성되며, 이를 정확하게 분석하는 기술은 매우 중요한 문제이다. 본 연구에서는 레일 내부에 존재하는 잔류응력을 측정하기 위하여, 잔류응력 분석방법의 하나인 파괴법 기반 굴곡측정법을 적용하여 레일 축 방향의 잔류응력을 평가하였다. 레일의 축 방향과 수직한 단면을 방전가공을 사용하여 느린 속도로 단면을 절단한 후 레이저 기반인 굴곡 측정기를 이용하여 단면의 굴곡을 정밀 측정하였다. 측정된 데이터는 유한요소해석 프로그램 ABAQUS를 활용하여 설정한 요소로 잔류응력으로 변환시켰으며, 총 3종의 다른 규격을 갖고 있는 신 레일 (50N, KR60, UIC60)의 잔류응력 값의 경향과 수치를 비교하였다.

• 대한기계학회논문집
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• 제14권3호
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• pp.547-553
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• 1990

본 연구에서는 알루미나 세라믹(Al$_{2}$O$_{3}$)재료와 순수구리를 티타늄 용자재로써 접합한 브레이징 접합물내의 냉각후 잔류응력을 유한요소법으로 사용하여 해석하였다.

• Steel and Composite Structures
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• 제38권5호
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• pp.563-582
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• 2021

The present study experimentally and analytically investigated the push-out behaviour of H-shaped steel section embedded in ultrahigh-performance fibre-reinforced concrete (UHPFRC). The effect of significant parameters such as the concrete types, fibre content, embedded steel length, transverse reinforcement ratio and concrete cover on the bond stress, development of bond stress along the embedded length and failure mechanism has been reported. The test results show that the bond slip behaviour of steel-UHPFRC is different from the bond slip behaviour of steel-normal concrete and steel-high strength concrete. The bond-slip curves of steel-normal concrete and steel-high strength concrete exhibit brittle behaviour, and the bond strength decreases rapidly after reaching the peak load, with a residual bond strength of approximately one-half of the peak bond strength. The bond-slip curves of steel-UHPFRC show an obvious ductility, which exhibits a unique displacement pseudoplastic effect. The residual bond strength can still reach from 80% to 90% of the peak bond strength. Compared to steel-normal concrete, the transverse confinement of stirrups has a limited effect on the bond strength in the steel-UHPFRC substrate, but a higher stirrup ratio can improve cracking resistance. The experimental campaign quantifies the local bond stress development and finds that the strain distribution in steel follows an exponential rule along the steel embedded length. Based on the theory of mean bond and local bond stress, the present study proposes empirical approaches to predict the ultimate and residual bond resistance with satisfactory precision. The research findings serve to explain the interface bond mechanism between UHPFRC and steel, which is significant for the design of steel-UHPFRC composite structures and verify the feasibility of eliminating longitudinal rebars and stirrups by using UHPFRC in composite columns.

• 대한조선학회논문집
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• 제32권3호
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• pp.107-115
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• 1995

본 연구에서는 선체 구조설계자가 초기설계단계에서 선각거어더의 최종 또는 잔류 종강도를 쉽게 평가할 수 있는 시스템을 SUN4 워크스테이션의 Open-Window상에 구축하였다. 즉, 현재 기본적으로 이루어지고 있는 탄성 단면계수 계산을 위한 입력정보만을 사용하여 최종 종강도 계산이 가능하도록 하기 위하여 최종종강도를 평가할 수 있는 기존의 여러 방법들을 살펴보고, 실선과 모형 Box-Girder들의 수치해석 및 실험결과들에 적용하여 비교적 유용한 방법을 선정하였다. 선정된 식 및 조사된 몇가지 식을 선각 거어더의 탄성 또는 완전소성단면계수 계산과정과 연결하여 선체가 건전한 상태(Intact Condition) 혹은 좌초나 충돌등에 의하여 손상을 받았을 때(Damaged Condition)의 최종 또는 잔류강도를 계산할 수 있게 하였다. 또한 사용자의 편리를 위하여 이 흐름을 마우스버튼을 사용하는 화면운용체계하에서 작업이 이루어지도록 구성하였으며, 3차원 그래픽환경을 구축하여 종강도 구조부재의 만성 또는 완전소성 응력상태를 제시하게 하였다. 마지막으로 개발시스템은 여러 형태의 실제 건조선박(약 20척)에 적용하여 최종 종강도평가를 수행하고 그들 분포특성 및 구조가 취약한 선박등을 파악하였으며, 설계 종굽힘모우먼트에 대해 새깅 및 호깅상태 모두 평균적으로 약 2배가 되는 최종 종굽힘모우먼트를 가지고 있음을 확인하였다.

• 대한조선학회논문집
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• 제54권4호
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• pp.335-343
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• 2017

The Newman-Raju formula and contour integral-based finite element analyses(FEAs) have been widely used to assess crack growth rates and residual lives at crack locations in ships or offshore structures, but the Newman-Raju formula is known to be less accurate for the complicated weld details and the conventional FEA-based contour integral approach needs concentrated efforts to construct FEA models. Recently, an extended finite element method(XFEM) has been proposed to reduce those modeling efforts with reliable accuracy. Stress intensity factors(SIFs) from the approaches such as the Newman-Raju formula, conventional FEA-based J-integral, and XFEM-based J-integral were compared for an infinitely long plate with a propagating elliptic crack. It was concluded that the XFEM approach was far reliable in terms of prediction ability of SIFs. Assuming a 25 year-aged coast guard patrol ship had the prescribed cracks at the bracket toes attached to longitudinal stiffeners in way of deck and bottom, SIFs were derived based on the three approaches. To obtain axial tension loads acting on the longitudinal stiffeners, long term hull girder bending moments were assumed to obey Weibull distribution of which two parameters were decided from a reference (DNV, 2014). For the complicated weld details, it was concluded that the XFEM approach could cost-effectively and accurately estimate the crack growth rates and residual lives of ship structures.