• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.371-374
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• 2005

The research reported in this paper provides the test results of eleven reinforced concrete beams strengthened with FRP composites. Three parameters were considered in this investigation: the amount of FRP composites, the types of bonding schemes(continuous sheets or strips), and the material types of FRP composites (Carbon or Glass). The experimental results indicated that because the rupture strain of FRP composites was relatively higher that the yield strain of steel bars, the RC beams strengthened with FRP composites failed due to concrete crushing before the FRP composites arrived at its rupture strain. The compatibility-aided truss model showed reasonable agreement between the predicted and experimental shear stress-strain curves of the beams throughout the entire loading history.

• 소성∙가공
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• 제33권5호
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• pp.354-362
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• 2024

In this paper, the capabilities of recurrent neural networks (RNNs) to describe the viscoelastic properties of acrylonitrile-butadiene styrene (ABS) are investigated. The RNN model was trained using one-dimensional strains and corresponding stress data generated by the finite element method. The optimal model was then employed to predict the viscoelastic behavior of unseen test data. Furthermore, the viscoelastic-based RNN model was tested for extrapolation using other types of strain and corresponding stress data beyond the training set. The agreement between the predicted and actual stresses demonstrates the robust performance of the trained RNN model in predicting different types of strain inputs for larger strain tests, despite being trained only with step strain inputs. Therefore, the use of RNNs can be considered a viable alternative to conventional models for predicting viscoelastic behavior.

• 한국지반공학회논문집
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• 제31권9호
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• pp.53-68
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• 2015

매설가스배관의 내진설계에서 종방향 변형률은 중요한 평가 요소이다. 일반적으로 지진파를 조화파로 단순화하며 이의 파장은 토층의 주기와 전단파 속도의 곱으로 계산하여 매설관의 응답을 계산하는 경험적 설계방법이 널리 사용되지만 이의 정확성이 평가된 사례가 없다. 본 연구에서는 1차원 지반응답해석을 수행하여 매설심도에서의 변위-시간 이력을 추출하였으며, 이를 적용한 시간이력해석을 수행하여 매설관의 응답을 평가하였다. 매설관과 지반의 상호작용은 3차원 쉘-스프링 모델을 사용하여 모사하였다. 시간이력해석으로 계산된 결과는 설계방법과 비교하여 이의 정확성을 평가하였다. 비교 결과, 파장을 예측하기 위해서는 지반응답해석을 수행해야 하는 것으로 나타났다. 토층의 고유주기는 가속도의 탁월주기를 예측하는 데에는 활용될 수 있으나 변위의 탁월주기를 예측할 수 없는 것으로 나타났다. 반면, 파장에 대한 정확한 정보가 제공될 경우, 조화파에 대하여 제시된 해석해는 정확도가 높으며 설계에 적용 가능한 것으로 나타났다. 본 연구 대상이 동시베리아 지역에 적용될 매설가스관이라 동시베리아 지역의 대표 주상도를 해석 에 사용하였지만 본 연구의 결론은 기타 모든 지역에 적용 가능하며 가스관뿐만 아니라 상수도관 등 다양한 매설관에 적용 가능하다.

• 한국연소학회:학술대회논문집
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• 한국연소학회 제26회 KOSCO SYMPOSIUM 논문집
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• pp.93-101
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• 2003

The extinction of unsteady diffusion flame was experimentally studied in an opposing jet counterflow burner using diluted methane. The stabilized flame was perturbed by linearly varying velocity change that was generated by pistons installed on both sides of the air and fuel stream. As the results, the extinction of unsteady flame is dependent not only on the history of unsteadiness, but also on the initial condition. We found that there are several unsteady effects on the flame extinction. First, the extinction strain rates of unsteady cases are extended well beyond steady state extinction limits. Second, as the slope of the strain rate change increases, the unsteady extinction strain rate becomes larger. Third, the extension of unsteady extinction strain rate becomes smaller as the initial strain rate increases. We also found that the extension of the extinction limit mainly results from the unsteady response of the reaction zone because there is no retardation effect of a mixing layer for our experimental condition.

• 소성∙가공
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• 제17권6호
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• pp.420-428
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• 2008

The effect of loading path changes on the strain and mechanical properties of a commercial pure aluminum was studied using flat rolling and groove rolling. Material during flat rolling undergoes a continuous monotonic compressive loading, while one during groove rolling experiences a series of cross compressive loading. Four-pass flat rolling and groove rolling experiment are designed such that the aluminum undergoes the same amount of the strain at each pass. The rolling experiment was performed at room temperatures. Specimens for tensile test are fabricated from the plate and bar rolled. In addition, the strain distribution for the plate and bar cold rolled specimens is also calculated by finite element method. The results reveal that differences of loading path attributed by monotonic loading(flat rolling) and cross loading(groove rolling) significantly influence the mechanical properties such as yield stress, ultimate tensile stress, strain hardening and elongation. It is clear that the different loading path can give raise to change the deformation history, although it is deformed with same amount of strain for same material.

• 한국구조물진단유지관리공학회 논문집
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• 제18권2호
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• pp.108-116
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• 2014

강교의 정확한 피로균열의 발생원인 또는 교량의 피로안전성을 검토하기 위해서는 적합한 응력이력 측정이 요구된다. 그러나 실제 현장에서의 응력이력 측정은 현장 여건과 경제성, 작업성 등의 이유로 1개소의 스트레인게이지를 설치하여 계측을 실시한다. 이는 특정 구조물의 실제 치수와 게이지 길이 용접부 응력집중 등의 영향을 고려하지 못하고, 구조 모델링을 통한 응력해석에도 많은 어려움이 있다. 그러므로 본 연구에서는 용접단부에 다수의 게이지 설치, 최소 길이 게이지 사용, 설치 위치 등의 개선된 방법을 적용하여 용접단부와 스트레인게이지 설치 거리에 따른 변형률 진폭에 대한 상관식을 도출하고 국제용접협회 (IIW)의 제안식과 비교하였다. 또한 적합한 피로등급 상세범주 선정을 통해 공용중인 교량의 피로손상도 평가 및 잔존수명을 예측하고 분석하였다. 그 결과 피로균열 발생빈도가 높은 부재파악, 용접 단부와 게이지 설치 거리에 따른 변형률의 정량적 파악으로 정확한 피로손상도 평가 및 잔존수명 예측이 가능하므로 향후 교량의 응력이력 계측 시 개선된 방법을 적용해야 할 것이다.

• 한국강구조학회 논문집
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• 제14권5호통권60호
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• pp.613-625
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• 2002

본 연구는 강한 반복하중하에서 강부재가 파괴에 이르는 손상과정을 규명하고, 손상과 관련된 인자들을 이용하여 손상지수를 제시하며, 이와 관련된 해석 기법을 개발하는 것을 목적으로 한다. 제안된 손상평가 방법은 변형이 가장 심하게 집중된 단면에 있어서 국소 변형율의 이력에 초점을 맞추어 유도되었다. 해석모델은 좌굴변형의 발생 방향을 가정한 켄틸레버형 강상자형 부재이다. 파괴에 이르는 중심 압축하중과 일정 압축하중이 가해진 상태에서 반복 제어변위가 작용하는 강부재에 대해 비선형해석을 실시하였다. 본 해석에 적용된 주요 변수는 하중 재하패턴, 강종이다. 각 변수가 파괴모드, 변형능력, 그리고 손상과정에 미치는 영향을 기술하였고, 각각 강종에 따른 파괴 과정을 비교하였다. 그 결과 강한 반복하중하에서의 강부재의 파괴는 국부좌굴에 의해서 결정되고 특히 파괴와 직접적으로 연관성이 있는 국소 소성변형율과 관련되어 있음을 알 수 있었다.

• Interaction and multiscale mechanics
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• 제1권2호
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• pp.279-301
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• 2008

This paper develops a 3D homogenization based continuum damage mechanics (HCDM) model for fiber reinforced composites undergoing micromechanical damage under monotonic and cyclic loading. Micromechanical damage in a representative volume element (RVE) of the material occurs by fiber-matrix interfacial debonding, which is incorporated in the model through a hysteretic bilinear cohesive zone model. The proposed model expresses a damage evolution surface in the strain space in the principal damage coordinate system or PDCS. PDCS enables the model to account for the effect of non-proportional load history. The loading/unloading criterion during cyclic loading is based on the scalar product of the strain increment and the normal to the damage surface in strain space. The material constitutive law involves a fourth order orthotropic tensor with stiffness characterized as a macroscopic internal variable. Three dimensional damage in composites is accounted for through functional forms of the fourth order damage tensor in terms of components of macroscopic strain and elastic stiffness tensors. The HCDM model parameters are calibrated from homogenization of micromechanical solutions of the RVE for a few representative strain histories. The proposed model is validated by comparing results of the HCDM model with pure micromechanical analysis results followed by homogenization. Finally, the potential of HCDM model as a design tool is demonstrated through macro-micro analysis of monotonic and cyclic damage progression in composite structures.

• Journal of Welding and Joining
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• 제21권3호
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• pp.68-77
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• 2003

It is important to understand the characteristics of material strength and fracture under the dynamic loading like as earthquakes to assure the integrity of welded structures. The characteristics of dynamic strength and fracture in structural steels and their welded joints should be evaluated based on the effects of the strain rate and the service temperature. It is difficult to predict or measure temperature rise history with the corresponding stress-strain behavior. In particular, material behaviors beyond the uniform elongation can not be precisely evaluated, though the behavior at large strain region after the maximum loading point is much important for the evaluation of fracture. In this paper, the coupling phenomena of temperature and stress-strain fields under the dynamic loading was simulated by using the finite element method. The modified rate-temperature parameter was defined by accounting for the effect of temperature rise under the dynamic deformation, and it was applied to the fully-coupled analysis between heat conduction and thermal elastic-plastic behavior. Temperature rise and stress-strain behavior including complicated phenomena were studies after the maximum loading point in structural steels and their undermatched joints and compared with the measured values.

• Nuclear Engineering and Technology
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• 제54권7호
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• pp.2550-2563
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• 2022

This study performed a precise dynamic finite element time history elastic-plastic seismic analysis considering the welds, which have been not considered in design stage, on the nuclear components subjected to severe seismic loadings such as beyond-design basis earthquakes for sustainable nuclear power plants. First, the dynamic finite element elastic-plastic seismic analysis was performed for a general design practice that does not take into account the welds of the pressurizer surge line system, one of safety class I components in nuclear power plants, and then the reference values for the accumulated equivalent plastic strain, equivalent plastic strain, and von Mises effective stress were set. Second, the dynamic finite element elastic-plastic seismic analyses were performed for the case of considering only the mechanical strength over-mismatch of the welds as well as for the case of considering both the strength over-mismatch and welding residual strain. Third, the effects of the strength over-mismatch and welding residual strain were analyzed by comparing the finite element analysis results with the reference values. As a result of the comparison, it was found that not considering the strength over-mismatch may lead to conservative assessment results, whereas not considering the welding residual strain may be non-conservative.