• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.109-112
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• 2004

It was found from the previous experimental studies that the long-term deformation of SRC columns was quite different from that of RC columns. A new approach method is needed to quantitatively predict the long-term deformation of SRC columns. In this study, the causes of the difference between the behaviors of RC and SRC columns are investigated and discussed. SRC columns exhibit a time-dependent relative humidity distribution in a cross section differently from that of RC columns due to the presence of a flange, which interferes with the moisture diffusion of concrete. This different relative humidity distribution may reduce the drying shrinkage and the drying creep in comparison with RC columns.

• 소성∙가공
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• 제32권2호
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• pp.74-80
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• 2023

A deformation behavior of commercially pure titanium (CP-Ti) is highly dependent on material and processing parameters, such as deformation temperature, deformation direction, and strain rate. This study aims to predict the multivariable and nonlinear tensile behavior of CP-Ti using machine learning based on three algorithms: artificial neural network (ANN), light gradient boosting machine (LGBM), and long short-term memory (LSTM). The predictivity for tensile behaviors at the cryogenic temperature was lower than those in the room temperature due to the larger data scattering in the train dataset used in the machine learning. Although LGBM showed the lowest value of root mean squared error, it was not the best strategy owing to the overfitting and step-function morphology different from the actual data. LSTM performed the best as it effectively learned the continuous characteristics of a flow curve as well as it spent the reduced time for machine learning, even without sufficient database and hyperparameter tuning.

• Steel and Composite Structures
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• 제44권4호
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• pp.473-488
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• 2022

A high-speed railway (HSR) bridge may undergo long-term deformation due to the degradation of material stiffness, or foundation settlement during its service cycle. In this study, an analytical model is set up to evaluate the influence of this long-term vertical bridge deformation on the track geometry. By analyzing the structural characteristics of the HSR track-bridge system, the energy variational principle is applied to build the energy functionals for major components of the track-bridge system. By further taking into account the interlayer's force balancing requirements, the mapping relationship between the deformation of the track and the one of the bridge is established. In order to consider the different behaviors of the interlayers in compression and tension, an iterative method is introduced to update the mapping relationship. As for the validation of the proposed mapping model, a finite element model is created to compare the numerical results with the analytical results, which show a good agreement. Thereafter, the effects of the interlayer's different properties of tension and compression on the mapping deformations are further evaluated and discussed.

• 한국지반환경공학회 논문집
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• 제23권8호
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• pp.23-28
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• 2022

우리나라 지형조건은 산악이 70%를 차지하고 있어 철도 및 도로공사 시 구조물이 차지하는 비중이 높다. 특히, 최근 들어 고속주행을 위한 고속철도와 고속도로 건설이 급증하고 있고 이와 더불어 터널 건설도 증가하고 있고 터널 굴착 완료 후 장기변형이 발생하는 터널 시공사례가 증가하는 추세이다. 이러한 터널 구조물의 안정성은 터널 굴착 주변 암반특성에 전적으로 좌우된다. 본 연구에서 대상인 화산쇄설암의 경우, 전반적으로 풍화에 취약하고 장기간에 걸쳐 강도가 저하되는 특성이 있어서 이를 고려한 터널 설계 및 시공계획 수립이 반드시 필요하다. 본 연구는 화산쇄설암 구간에 터널 현장에서 발생 된 과다변형 사례를 분석하여 향후 화산쇄설암 구간에서는 인버트 설치 및 하부보강을 고려한 방안을 제시하였다.

• 한국지반공학회논문집
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• 제21권5호
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• pp.153-161
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• 2005

시공 시 손상 및 크리프 변형의 복합효과가 지오그리드의 장기설계인장강도에 미치는 영향을 평가하기 위하여, 세 종류의 지오그리드를 대상으로 일련의 현장 내시공성시험 및 크리프시험을 수행하였다. 연구결과, 지오그리드의 시공시 손상 및 크리프 변형 특성은 지오그리드의 재질 및 제조방법에 크게 영향을 받으며, 시공 중 지오그리드의 인장강도감소가 클수록, 시공 시 손상과 크리프 변형의 복합효과가 미치는 영향이 더 큰 것으로 나타났다. 또한 지오그리드의 인장강도 감소계수를 영향인자별로 각각 산정하여 장기설계인장강도를 평가하도록 되어 있는 현행 설계법은, 지오그리드의 시공 시 손상과 크리프 변형의 복합효과를 고려하여 강도감소계수를 산정하는 방법에 비해 지오그리드의 강도감소계수를 안전측으로 산정하는 것으로 평가되었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.159-160
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• 2020

Flat plate structures are designed in the form of long span due to the development of construction materials and the improvement of construction technology. However, a high-rise structure of a flat plate of 50 less floors is constructed without detailed review of the inequality shortening, long-term deflection of the slab, and cracks. Therefore, it is possible to examine the case of defects in the structure due to deformation and damage of non-structures such as crack and leak, deflection of the door frame, and deformation of equipment ducts. In this study, it is a high-rise structure, and the inequality shortening and long-term deflection of the slab of the flat plate structure were evaluated through finite element analysis, and it was confirmed that prior precision analysis and correction during construction is necessary.

• Structural Engineering and Mechanics
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• 제51권5호
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• pp.867-891
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• 2014

An equivalent single layer trigonometric shear deformation theory taking into account transverse shear deformation effect as well as transverse normal strain effect is presented for static flexure of cross-ply laminated composite and sandwich plates. The inplane displacement field uses sinusoidal function in terms of thickness coordinate to include the transverse shear deformation effect. The cosine function in thickness coordinate is used in transverse displacement to include the effect of transverse normal strain. The kinematics of the present theory is much richer than those of the other higher order shear deformation theories, because if the trigonometric term (involving thickness coordinate z) is expanded in power series, the kinematics of higher order theories (which are usually obtained by power series in thickness coordinate z) are implicitly taken into account to good deal of extent. Governing equations and boundary conditions of the theory are obtained using the principle of virtual work. The closed-form solutions of simply supported cross-ply laminated composite and sandwich plates have been obtained. The results of present theory are compared with those of the classical plate theory (CPT), first order shear deformation theory (FSDT), higher order shear deformation theory (HSDT) of Reddy and exact three dimensional elasticity theory wherever applicable. The results predicted by present theory are in good agreement with those of higher order shear deformation theory and the elasticity theory.

• 한국지반신소재학회논문집
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• 제4권2호
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• pp.29-38
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• 2005

토목합성 보강재를 이용한 보강토 공법을 도로 혹은 철도구조물 등 영구 구조물에 적용하기 위해서는 지속하중 및 반복하중이 작용하는 보강토 구조물의 장기변형 특성을 이해하고 이를 설계/시공에 반영하는 것이 필요하다. 본 논문에서 실대형 지오그리드 보강토 옹벽에 포설된 지오그리드의 유발 인장변형율에 대한 장기계측 결과를 토대로 장기거동 특성을 분석하였다. 3년여에 걸친 계측결과를 분석한 결과 보강토 옹벽에 포설된 보강재의 유발 인장 변형율은 시공완료후 지속적으로 증가하는 경향을 보였으며 전반적으로 응력이 집중되는 위치에 포설된 보강재의 증가가 뚜렷하게 관찰되었다. 러한 결과로부터 중요 구조물의 일부로 시공되는 보강토 옹벽의 설계/시공시에는 장기변형에 대한 고려가 필요한 것으로 나타났다.

• 한국연소학회:학술대회논문집
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• 한국연소학회 2012년도 제45회 KOSCO SYMPOSIUM 초록집
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• pp.97-99
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• 2012

A pressure-based BOIK model considering Shock to Detonation Transition(SDT) and damage due to external fragment or bullet stimuli impact on energetic materials and analytical approach for determination of free parameters are proposed. The rate of product mass fraction(${\lambda}$) consists of ignition term that represents the initiation due to shock compression and growth term that describes propagation of detonation wave and strain term representing the morphological deformation induced by external impact.

• 한국농공학회지
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• 제40권4호
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• pp.94-102
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• 1998

This paper aims at developing the prediction technique of the deformation for the embankment such as sea dike and shore protection relevant to reclamation project along the southern coast of the Korean Peninsula. Generally total deformation of a sea dike over clayey foundation are composed of immediate settlement, plastic deformation and consolidation settlement. Plastic deformation occurs when the ultimate bearing capacity is less than overburden pressure containing the stress increment due to the construction of an embankment. The reliable prediction of total settlement is very important since deformed final geometry of sea dike is directly connected for analysing the safety of the long-term slope failure and piping. During this study, plastic deformation, major part of deformation was analysed using the program developed by authors, whereas immediate settlement and consolidation settlement were predicted by Mochinaka and Sena's method and Terzaghi's 1-dimensional theory of consolidation respectively. In order to validate the prediction technique for the deformation, a case study of Koheung Bay reclamation works was carried out. A good agreement was obtained between observation and prediction, which means the applicability of the technique.