• Coupled systems mechanics
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• 제8권2호
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• pp.185-197
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• 2019

Considering the increasing use of tubular profiles in civil construction, this paper highlights the study on the behavior of welded connections between square hollow section column and I-beam, with emphasis on the assessment of the joint stiffness. Firstly, a theoretical analysis of the welded joints has been done focusing on prescriptions of the technical literature for the types of geometries mentioned. Then, a numerical analysis of the proposed joints were performed by the finite element method (FEM) with the software ANSYS 16.0. In this study, two models were evaluated for different parameters, such as the thickness of the cross section of the column and the sizes of cross section of the beams. The first model describes a connection in which one beam is connected to the column in a unique bending plane, while the second model describes a connection of two beams to the column in two bending planes. From the numerical results, the bending moment-rotation ($M-{\varphi}$) curve was plotted in order to determine the resistant bending moment and classify each connection according to its rotational capacity. Furthermore, an equation was established with the aim of estimating the rotational stiffness of welded I beam-to-RHS column connections, which can be used during the structure design. The results show that most of the connections are semi-rigid, highlighting the importance of considering the stiffness of the connections in the structure design.

• Steel and Composite Structures
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• 제43권2호
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• pp.241-256
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• 2022

In this article, an analytical procedure is presented for static analysis of composite cylinders with the geometrically nonlinear behavior, and non-uniform thickness profiles under different loading conditions by considering moderately large deformation. The composite cylinder includes two inner and outer isotropic layers and one honeycomb core layer with adjustable Poisson's ratio. The Mirsky-Herman theory in conjunction with the von-Karman nonlinear theory is employed to extract the governing equations which are a system of nonlinear differential equations with variable coefficients. The governing equations are solved analytically using the matched asymptotic expansion (MAE) method of the perturbation technique and the effects of moderately large deformations are studied. The presented method obtains the results with fast convergence and high accuracy even in the regions near the boundaries. Highlights: • An analytical procedure based on the matched asymptotic expansion method is proposed for the static nonlinear analysis of composite cylindrical shells with a honeycomb core layer and non-uniform thickness. • The effect of moderately large deformation has been considered in the kinematic relations by assuming the nonlinear von Karman theory. • By conducting a parametric study, the effect of the honeycomb structure on the results is studied. • By adjusting the Poisson ratio, the effect of auxetic behavior on the nonlinear results is investigated.

• Advances in nano research
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• 제8권4호
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• pp.323-333
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• 2020

In recent years, there has been an upsurge for the usage of buckling restrained braces (BRB) rather than ordinary braces, as they have evidently performed better. If the overall brace buckling is ignored, BRBs are proven to have higher energy absorption capacity and flexibility. This article aims to deliberate an economically efficient yet adequate type of all-steel BRB, comprised of the main components as in traditional ones, such as : (1) a steel core that holds all axial forces and (2) a steel restrainer tube that hinders buckling to occurr in the core; there is a more practical detailing in the BRB system due to the elimination of a filling mortar. An investigation has been conducted for the proposed rectangular-tube core BRB and it is hysteric behavioral results have been compared to previous researches conducted on a structure containing a similar plate core profile that has the same cross-sectional area in its core. A loss of strength is known to occur in the BRB when the limiting condition of local buckling is not satisfied, thus causing instability. This typically occurs when the thickness of the restrainer tube's wall is smaller than the cross-sectional area of the core plate or its width. In this study, a parametric investigation for BRBs with different formations has been performed to verify the effect of the design parameters such as different core section profiles, restraining member width to thickness ratio and relative cross-sectional area of the core to restrainer, on buckling load evaluation. The proposed BRB investigation results have also been presented and compared to past BRB researches with a plate profile as the core section, and the advantages and disadvantages of this configuration have been discussed, and it is concluded that BRBs with tubular core section exhibit a better seismic performance than the ones with a plate core profile.

• 대한치과교정학회지
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• 제32권6호
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• pp.443-453
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• 2002

본 연구의 목적은 다양한 교정용 브라켓의 표면에 형성되는 타액성 피막의 조성을 확인하고, 전타액, 악하선타액 및 이 하선타액에서 유래하는 타액성 피막의 성분을 비교하는 것이다. 네 가지 서로 다른 종류의 교정용 브라켓을 본 연구에 사용하였다. 이들은 $022{\times}028$ Roth Prescription의 상악 소구치 브라켓으로 조성은 다음과 같다: 스테인레스 스틸, 단결정 사파이어, 다결정 알루미나 및 플라스틱 브라켓. 교정용 브라켓을 각각 전타액, 이하선타액 및 악하선타액에 2시간 배양하여 타액성 피막을 형성시켰다 브라켓 피막의 타액성분은 sodium dodecyl sulfate-polyacrylamide gel electrophoresis, Western transfer method 및 면역검출법을 통해 확인하였다. 이 결과 low-molecular weight salivary mucin, ${\alpha}-amylase$, secretory IgA (sIgA), acidic proline-rich proteins, cystatins 등이 모든 브라켓의 타액성 피막에 존재하였으며, 치아우식증의 원인균인 Streptococcus mutans의 부착을 촉진시키는 타액단백질인 high-molecular weight mucin은 어떤 브라켓에도 부착하지 않았다. 그러나, 비록 동일한 타액단백질이 모든 브라켓에서 발견되었지만, 타액단백질 부착 양상은 타액의 종류 및 브라켓의 종류에 따라 양적 및 질적으로 다르게 나타났다. 특히 sIgA는 이하선타액에서 유래한 브라켓 피막에 더 많이 부착하였고, cystatins의 경우는 플라스틱 브라켓에서 유래한 브라켓 피막에 더 많이 존재하였다 본 연구는 다양한 타액단백질이 교정용 브라켓에 부착하며, 타액단백질이 타액의 출처 및 브라켓의 종류에 따라 교정용 브라켓의 표면에 선택적으로 부착함을 나타내었다.

• Journal of Animal Science and Technology
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• 제64권6호
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• pp.1063-1076
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• 2022

Two experiments were conducted to determine the effect of Hermetia illucens larvae (HIL) as protein and protease on growth performance, blood profiles, fecal microflora, and gas emission in growing pig. In experiment 1, the seventy-two crossbred growing pigs ([Landrace × Yorkshire] × Duroc) with an initial body weight (BW) of 27.98 ± 2.95 kg were randomly allotted to one of four dietary treatments (3 pigs per pen and 6 replicates pen per treatments). The experimental design was a 2 × 2 factorial arrangement of treatments evaluating two diets (Poultry offal diets and HIL diets) without or with supplementing protease. The poultry offal in basal diet has been replaced by HIL. In experiment 2, the four crossbred growing pigs ([Landrace × Yorkshire] × Duroc) with an initial BW of 28.2 ± 0.1 kg were individually accepted in stainless steel metabolism cages. The dietary treatments included: 1) PO- (PO-; poultry offal diet), 2) PO+ (PO- + 0.05% protease), 3) HIL- (3% PO of PO- diet was replacement 3% HIL), 4) HIL+ (HIL- + 0.05% protease). In experiment 1, From weeks 0 to 2, average daily gain (ADG) and feed efficiency (G:F) were significantly increased in the PO diet group compared with the HIL group. From weeks 2 to 4, ADG and G:F were higher for protease group than for non-protease group. At weeks 2 and 4, the PO diet group had lower blood urea nitrogen (BUN) levels than HIL diet group. In experiment 2, crude protein (CP) and nitrogen (N) retention were decreased by HIL diet at weeks 2 and 4. The fecal microflora and gas emission were not affected by HIL and protease. The HIL diet showed lower CP digestibility than PO diet and total essential amino acids digestibility tended to higher in PO diet than HIL diet. In summary, the present study revealed that replacement of the PO protein with the HIL protein and the additive of protease in growing pig diets during the overall experimental period had no negative effect.

• 한국강구조학회 논문집
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• 제20권5호
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• pp.609-616
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• 2008

국가경제력 향상과 함께 바다와 섬에 대한 관심이 높아지면서 육지와 섬, 섬과 섬을 연결하는 해상 장대교량이 많이 건설되고 있다. 장대교량은 현수교, 사장교, 아치교, 트러스교 등으로 대변할 수 있는데 그 중에서도 사장교는 주탑(Pylon)과 케이블(Cable), 보강형(Stiffened Girder)이 조화를 이루면서 외관이 아름다워 매력적인 교량형식의 하나로 최근 많이 계획되고 있다. 장력측정은 케이블에 설치한 가속도 센서로부터 케이블의 고유진동수 변화를 이용하는 간접법인 진동법을 적용하였다. 본 연구에서는 댐퍼 설치 케이블의 유효길이 산정식을 제안하였는데 이는 케이블의 유효길이 변화를 실측치와 해석값을 비교하여 분석한 것으로 기존의 유효길이 산정방법인 댐퍼와 정착단간의 순간격에 의한 것은 최종 케이블 장력값 추정에 있어서 신뢰도가 떨어짐을 확인할 수 있었다. 그러므로 향후 유지관리 단계에서는 본 연구에서 제안한 케이블의 유효길이 산정식을 활용하여 장력을 정확하게 파악하는 것이 케이블의 재긴장 및 교체시기 결정 등에도 합리적인 의사결정 자료로 사용될 수 있을 것이다.

• 한국강구조학회 논문집
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• 제20권1호
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• pp.151-163
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• 2008

본 논문에는 KTX (Korean eXpres Train)을 위한 3차원 관절대차의 차량-교량 동적 상호작용의 해석모델의 공식이 제안되었다. 궤도틀림의 반주기적 파형이 FRA의 레일틀림 최대허용기준을 사용하여 제안되었고, 레일 이음매와 침목의 간격 또한 포함되었다. 궤도틀림은 수준, 구배, 수평 및 궤간틀림을 포함하고 있다. 결과적으로 나타나는 차량-교량 시스템 행렬은 매우 적은 요소를 포함하기 때문에 1차원의 배열에 저장할 수 있으며, 시간절약적인 해법을 창출한다. 반복기법을 포함하는 차량-교량 작용 계산의 수치적 알고리즘 또한 공식화하였으며, 차량-교량 상호작용을 모사하고 새로운 알고리즘에 의해서 이 문제를 풀기 위한 프로그램이 'XFINAS'라고 불리는 프로그램에 모듈로서 내포되었다. 새로운 프로그램에 의해서 계산된 결과가 검증된 2차원의 차량-교량 상호작용 모델의 결과에 의해서 검증되었다. 본 연구에서 제시한 3차원 해석은 차량의 보다 상세한 응답을 제공한다. 예를 들면, 회전운동-롤링, 요잉 및 피칭- 및 수평 및 수직운동에 대한 가속도를 제공할 수 있으며, 이러한 응답은 승객의 승차감 평가에 유용한 자료로 활용될 수 있다. 차량의 안정성과 차륜의 탈선 또한 본 프로그램에서 계산되는 차륜의 상대변위를 이용하여 직접적으로 계산이 가능하다.

• Computers and Concrete
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• 제20권2호
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• pp.185-196
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• 2017

Durability problems initiated from steel corrosion are unseen but critical issues, so that many researches are focused on chloride penetration evaluation. Even if RC (Reinforced Concrete) structures are exposed to normal environment, chloride ingress varies with concrete surface conditions and exposed period. This paper presents an analysis technique for chloride behavior evaluation considering time effect on diffusion and surface conditions assumed as double-layered system. For evaluation of deteriorated surface condition, field investigation was performed for concrete pavement exposed to deicing agent for 18 years. In order to consider enhanced surface concrete, chloride profiles in surface-impregnated concretes exposed to chloride attack for 2 years from previous research were investigated. Through reverse analysis, effectively deteriorated/enhanced depth of surface and the related reduced/enlarged diffusion coefficient in the depth are simulated. The proposed analysis technique was evaluated to handle the chloride behavior more accurately considering changes of chloride ingress within surface layer and decreased diffusion coefficient with time. For the concrete surface exposed to deicing agent, the deteriorated depth and enlarged diffusion coefficient are evaluated to be 12.5~15.0 mm and 200% increasing diffusion coefficient, respectively. The results in concrete containing enhanced cover show 10.0~12.5 mm of impregnated depth and 85% reduction of chloride diffusion in tidal and submerged conditions.

• 한국환경과학회지
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• 제13권5호
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• pp.469-478
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• 2004

Atmospheric bulk (wet and dry) samples were monthly collected in an urban environment (Daeyeon-dong) of Busan over a year, to assess the deposition flux and seasonality of dioxin-like polychlorinated biphenyls (DLPCBs) using stainless steel pots. Deposition fluxes of DLPCBs in bulk samples were determined using high resolution gas chromatography coupled to high resolution mass spectrometry (HRGC/HRMS). Particle deposition fluxes in the urban environment varied from 23 to 98 $mg^2$/year (mean 41 $gm^2$/year). DLPCB deposition fluxes in atmospheric bulk samples ranged from 0.09 to 0.77 ng-$TEQ/m^2$/year (mean 0.35 ng-$TEQ/m^2$/year). Seasonal atmospheric deposition fluxes of DLPCBs were high in winter and low in summer. Atmospheric deposition fluxes of particles and DLPCBs in this study were comparable to or slightly lower values than those of different locations in the world. Monthly DLPCB profiles in deposition bulk samples were similar over a year. Non-ortho PCBs were higher contributions to the total DLPCBs fluxes than mono-ortho PCBs. In particular, PCB 126 had the highest concentrartion (>75%) in all deposition samples, followed by PCB 169 and PCB 156. A highly positive correlation was found among the deposition fluxes of DLPCB species, suggesting the possibility of that the DLPCB contamination originated from one source. The deposition fluxes of DLPCBs were not significantly correlated with temperature and the amount of precipitation even though the summer season with the highest temperature and the largest amount of precipitation showed the lowest DLPCB deposition flux.

• Steel and Composite Structures
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• 제36권2호
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• pp.143-161
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• 2020

In nanosized structures as the surface area to the bulk volume ratio increases the classical continuum mechanics approaches fails to investigate the mechanical behavior of such structures. In perforated nanobeam structures, more decrease in the bulk volume is obtained due to perforation process thus nonclassical continuum approaches should be employed for reliable investigation of the mechanical behavior these structures. This article introduces an analytical methodology to investigate the size dependent, surface energy, and perforation impacts on the nonclassical bending behavior of regularly squared cutout nanobeam structures for the first time. To do this, geometrical model for both bulk and surface characteristics is developed for regularly squared perforated nanobeams. Based on the proposed geometrical model, the nonclassical Gurtin-Murdoch surface elasticity model is adopted and modified to incorporate the surface energy effects in perforated nanobeams. To investigate the effect of shear deformation associated with cutout process, both Euler-Bernoulli and Timoshenko beams theories are developed. Mathematical model for perforated nanobeam structure including surface energy effects are derived in comprehensive procedure and nonclassical boundary conditions are presented. Closed forms for the nonclassical bending and rotational displacements are derived for both theories considering all classical and nonclassical kinematics and kinetics boundary conditions. Additionally, both uniformly distributed and concentrated loads are considered. The developed methodology is verified and compared with the available results and an excellent agreement is noticed. Both classical and nonclassical bending profiles for both thin and thick perforated nanobeams are investigated. Numerical results are obtained to illustrate effects of beam filling ratio, the number of hole rows through the cross section, surface material characteristics, beam slenderness ratio as well as the boundary and loading conditions on the non-classical bending behavior of perforated nanobeams in the presence of surface effects. It is found that, the surface residual stress has more significant effect on the bending deflection compared with the corresponding effect of the surface elasticity, Es. The obtained results are supportive for the design, analysis and manufacturing of perforated nanobeams.