• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.427-432
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• 2003

An analytical method to predict the flexural behavior of composite girder is presented in which the early-age properties of concrete are specified including maturing of elastic modulus, creep and shrinkage. The time dependent constitutive relation accounting for the early-age concrete properties is derived in an incremental format by expanding the total form of stress-strain relation by the first order Taylor series with respect to the reference time. The sectional analysis calculates the axial and curvature strains based on the force and moment equilibriums. The deflection curve of the box girder approximated by the quadratic polynomial function is calculated by applying to the proper boundary conditions in the consecutive segments. Numerical applications are made for the 3-span double composite steel box girders which is a composite bridge girder filled with concrete at the bottom of the steel box in the negative moment region. The one dimensional finite element analysis results are compared with those of the three dimensional finite element analysis and the analytical method based on the sectional analysis. Close agreement is observed among the three methods.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.557-562
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• 2007

In order to analyze the PSC box-girder bridge by the cantilever construction method, three dimensional analysis method using the PSC shell clement is suggested. The time dependent material functions are based on the ACI and CEB code. The time dependent concrete material properties considered are changes in strength, elastic modulus, creep and shrinkage. For the prestressing tendon, relaxation effects are considered. Anchorage and friction loses during tendon installations are also included. The ACI and CEB material models for creep and elastic modulus are also included.

• Computers and Concrete
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• 제17권6호
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• pp.703-721
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• 2016

A novel approach to modeling concrete behavior at the stage of its maturing is presented in this paper. This approach assumes that at any point in the structure, concrete is composed of a set of layers that are activated in time layer by layer, based on amount of released heat that is produced during process of the concrete's maturing. This allows one to assume that each newly created layer has nominal stiffness moduli and tensile/compressive strengths. Hence introduction of explicit stiffness moduli and tensile/compressive strength dependencies on time, or equivalent time state parameter, is not needed. Analysis of plain concrete (PC) and reinforced concrete (RC) structures, especially massive ones, subjected to any kind of straining in their early stage of existence, mostly due to external loads but especially by thermal loading and shrinkage, is the goal of the approach. In this article a simple elasto-plastic softening model with creep is used for each layer and a general layered model behavior is illustrated on one-dimensional (1D) examples.

• Communications for Statistical Applications and Methods
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• 제29권2호
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• pp.203-223
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• 2022

We propose a Bayesian approach to cumulative logistic regression model for the ordinal response based on the orthogonal principal components via singular value decomposition considering the multicollinearity among predictors. The advantage of the suggested method is considering dimension reduction and parameter estimation simultaneously. To evaluate the performance of the proposed model we conduct a simulation study with considering a high-dimensional and highly correlated explanatory matrix. Also, we fit the suggested method to a real data concerning sprout- and scab-damaged kernels of wheat and compare it to EM based proportional-odds logistic regression model. Compared to EM based methods, we argue that the proposed model works better for the highly correlated high-dimensional data with providing parameter estimates and provides good predictions.

• Journal of the Korean Wood Science and Technology
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• 제43권3호
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• pp.334-343
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• 2015

본 연구에서는 국내에서 상업적으로 이용되고 있는 국산 낙엽송 열처리재의 여러 가지 물성(밀도, 평형함수율, 수축률, 흡습/흡수성, 종/횡압축강도, 휨강도, 경도, 내부후성능)을 정량적으로 평가하기 위하여 수행되었다. 고온처리에 의해 목재의 소수성이 증가함에 따라 평형함수율이 감소하였다. 이에 따라 수축률 및 흡습/흡수성이 감소하여 치수안정성이 개선되었고, 낮은 함수율의 영향으로 압축강도가 증가하였으며, 목재 주성분의 변화와 낮은 함수율의 영향으로 내부후성능이 개선되었다. 하지만 열처리에 의해 밀도와 휨강도 및 경도는 감소하였다.

• 대한기계학회논문집A
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• 제35권12호
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• pp.1619-1625
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• 2011

본 논문의 목적은 3 차원 사출성형 해석을 통하여 컴퓨터 마우스 제작용 이중사출성형 금형의 공정조건을 결정하는 것이다. 적합한 사출성형 공정조건을 선정하기 위하여 사출 시간, 최대 사출압력 및 보압 시간이 사출성형 특성과 제품 품질에 미치는 영향을 정량적으로 고찰하였다. 사출성형 해석 결과로부터 제품의 수축과 휨 변형을 최소화 할 수 있는 최적 사출성형 공정조건을 예측하였다. 최종적으로 사출성형 실험을 수행하여 이종재료로 구성된 컴퓨터 마우스 제품을 제작하였다. 이 결과로부터 선정한 사출성형 공정조건을 적용할 경우 적절한 이종 재료로 구성된 컴퓨터 마우스가 제작될 수 있음을 알 수 있었다.

• Journal of the Korean Wood Science and Technology
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• 제42권2호
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• pp.163-171
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• 2014

Environmental issues about indoor air quality have been increased and focused on volatile organic compounds (VOCs) caused cancer, asthma, and skin disease. Reducing VOCs has been attempted in many different methods such as using environmentally friendly materials and air cleaner or purifier. Charcoal is well known material for absorbing VOCs. Therefore, carbonized board from medium density fiberboard has been developed. We assumed that the source of carbonized boards can be any type of wood-based panels. In this study, carbonized boards were manufactured from oriented strand board (OSB) at 400, 600, 800, and $1000^{\circ}C$. Each carbonized OSB (c-OSB) was evaluated and determined physiomechanical characteristics such as exterior defects, dimensional shrinkage, modulus of elasticity, and bending strength. No external defects were observed on c-OSBs at all carbonizing conditions. As carbonizing temperature increased, less porosity between carbonized wood fibers was observed by SEM analysis. The higher rate of dimensional shrinkage was observed on c-OSB at $1000^{\circ}C$ (66%) than c-OSB at 400, 600, and $800^{\circ}C$ (47%, 58%, and 63%, respectively). The densities of c-OSBs were lower than original OSB, but there was no significant different among the c-OSBs. The bending strength of c-OSB increased 1.58 MPa (c-OSB at $400^{\circ}C$) to 8.03 MPa (c-OSB at $1000^{\circ}C$) as carbonization temperature increased. Carbonization temperature above $800^{\circ}C$ yielded higher bonding strength than that of gypsum board (4.6 MPa). In conclusion, c-OSB may be used in sealing and wall for decorating purpose without additional artwork compare to c-MDF which has smooth surface.

• Computers and Concrete
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• 제15권4호
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• pp.687-707
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• 2015

A finite element computer code for short-term analysis of steel-concrete composite structures is extended to study long-term effects under service loads, in the present work. Long-term effects are important in engineering design because they influence stress and strain distribution of the structural system and therefore contribute to the increment of deflections in these structures. For creep analysis, a rheological model based on a Kelvin chain, with elements placed in series, was employed. The parameters of the Kelvin chain were obtained using Dirichlet series. Creep and shrinkage models, proposed by the CEB FIP 90, were used. The shear-lag phenomenon that takes place at the concrete slab is usually neglected or not properly taken into account in the formulation of beam-column finite elements. Therefore, in this work, a three-dimensional numerical model based on the assemblage of shell finite elements for representing the steel beam and the concrete slab is used. Stud shear connectors are represented for special beam-column elements to simulate the partial interaction at the slab-beam interface. The two-dimensional representation of the concrete slab permits to capture the non-uniform shear stress distribution in the horizontal plane of the slab due to shear-lag phenomenon. The model is validated with experimental results of two full-scale continuous composite beams previously studied by other authors. Results are given in terms of displacements, bending moments and cracking patterns in order to shown the influence of long-term effects in the structural response and also the potentiality of the present numerical code.

• 폴리머
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• 제38권6호
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• pp.708-713
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• 2014

대부분의 플라스틱 제품은 사출성형을 통해 생산된다. 사출성형에서 성형수축은 피할 수 없으며 이는 제품에 휨이나 뒤틀림을 유발하여 제품의 치수정밀도를 떨어뜨리는 요인으로 작용한다. 사출성형 시 발생하는 휨이나 뒤틀림은 성형조건이나 제품의 형상에도 영향을 받지만 수지의 물성에 따라서도 다양하게 나타난다. 본 연구에서는 제품의 휨을 제어하기 위해 폴리카보네이트를 유리섬유로 보강하여 물성을 예측하였으며, 이를 이용하여 사출성형해석을 실시하였다. 사출성형해석을 통해 유리섬유로 보강된 수지에서 제품의 휨이 감소하는 것을 확인할 수 있었다. 본 연구방법의 타당성과 신뢰성을 검증하기 위하여 사출실험을 실시하여 수지의 물성에 따른 휨 값을 분석하였으며 해석과 실험에서 유사한 경향의 휨이 발생하는 것을 관찰할 수 있었다. 결론적으로 본 연구에서 수행한 바와 같이 해석 프로그램을 통해 수지의 물성을 설계하고 이를 통한 휨의 제어가 가능함을 확인할 수 있었다.

• 응용통계연구
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• 제34권3호
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• pp.491-505
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• 2021

본 연구에서는, 고차원상황(p ≫ n)에서의 회귀분석 모형을 고려하여 다양한 베이지안 회귀분석 방법들을 비교하였다. Spike and slab 사전분포는 고차원 베이지안 회귀분석에서 가장 많이 사용되는 사전분포 중 하나이지만, 탐험해야 하는 모형 공간이 너무 크기 때문에 유한 표본에서 좋지 않은 성능을 보일 수 있다는 문제가 있다. 이에 대한 대안으로, horseshoe 사전분포를 비롯한 다양한 연속 수축사전분포들이 제안되어 사용되고 있다. 비록 위 사전분포들 각각에 대해서는 많은 연구들이 진행되고 있지만, 이들에 대한 포괄적인 비교연구는 매우 드물게 진행되고 있다. 따라서 본 연구에서는, spike and slab 사전분포와 다양한 연속수축사 전분포들을 다양한 상황에서 비교하는 연구를 진행 하였다. 각 방법의 성능은 회귀계수 추정 측면과 변수선택 측면을 나누어 비교하였다. 최종적으로, 본 연구에서 진행된 시뮬레이션 연구에 기반하여, 사용시 몇 가지 주의점과 제안들을 제시하였다.