• Journal of the Computational Structural Engineering Institute of Korea
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• v.32 no.6
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• pp.409-416
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• 2019

An improved numerical model for non-linear analysis of reinforced concrete (RC) slabs subjected to blast loading is proposed. This approach considers a strain rate dependent orthotropic constitutive model that directly determines the stress state using the stress-strain relation acquired from the data obtained using the biaxial strength envelope. Moreover, the bond-slip between concrete and reinforcing steel is gradually enlarged after the occurrence of cracks and is concentrated in the plastic hinge region. The bond-slip model is introduced to consider the crack direction of the concrete under a biaxial stress state. Correlation studies between the numerical analysis and the experimental results were performed to evaluate the analytical model. The results show that the proposed model can effectively be used in dynamic analyses of reinforced concrete slab members subjected to explosive loading. Moreover, it was determined that it is important to consider biaxial behavior in the material model and the bond-slip effect.

• Journal of the Korea Concrete Institute
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• v.14 no.4
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• pp.549-555
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• 2002

Tensile strength of CFRP (Carbon Fiber Reinforced Polymer) is approximately 10 times higher than that of the steel reinforcement, but the design strength of CFRP is normally limited by unpredictable bond failure between RC and CFRP. Many researches concerned with bond behavior between RC and CFRP have been carried out to prevent the bond failure of RC beam strengthened by CFRP, but the national design code for design bond strength of CFRP has not been constructed. In this study, three beam specimens strengthened by CFRP under the parameters of bonded length were tested to derive the design bond strength of CFRP for the RC flexural members. Each bonded length was calculated based on the bond strength of JCI and CFRP manufacturing company. Also, another two beam specimens strengthened by CFRP were tested to inspect the construction environment effects such as mixing error of epoxy resin, and the amount of epoxy primer. From the test results, it is concluded that the maximum design bond strength of CFRP to RC flexural member is considered to be $\tau$a =8 kgf/㎠.

• Journal of Korean Ophthalmic Optics Society
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• v.16 no.1
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• pp.97-106
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• 2011

Purpose: This review article was written to theoretically compare the depressing force (pressure, adhesion) to the cornea between when the spherical lenses were being tightly and flat fitted. Methods: Mathematical equations and their numerical solution programs (model) were formulated to calculate the depressing (adhesion) force to the cornea by both the tightly and flat fitted contact lenses. Based on this proposed model the effects of parameters characterizing a contact lens such as BCs, diameters, edge shape and corneal shape (ratio of long and short corneal axis, p) on the depressing force to the cornea were predicted/analyzed in both tightly and flat fitting regimes. Results: Corneal adhesion increased as the corneal p-value increased. Adhesion increase caused by the increased p-value was much larger in flat fitted case than in tight fitted one. Corneal adhesion reduced abruptly as the BC increased in flat fitting regimes while the adhesion rise was insignificant in tight fitting ones. Reduction in corneal adhesion due to lens-size increase was predicted to be insignificant in both tight and flat fitting regimes. Both the lens edge shape (edge angle) and thickness were relevant only in tight fitting regime. Corneal adhesion increased as the increased with tight-fitted lenses. As the thickness of tight fitted lenses increased, corneal adhesion inversely decreased. Conclusions: The two most significantly affecting the depressing force to cornea were found to be the degree of corneal bending toward the periphery and the BCs of lenses.

• Journal of the Korea Concrete Institute
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• v.21 no.6
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• pp.781-788
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• 2009

Mechanical properties of steel-concrete interface were evaluated on the basis of experimental observations. The properties included bond strength, unbounded and bonded friction angles, residual level of friction angle, mode I fracture energy, mode II bonded fracture energy and unbonded slip-friction energy under different levels of normal stress, and shape parameters to define geometrical shape of failure envelope. For this purpose, a typical type of constitutive model of describing steel-concrete interface behavior was presented based on a hyperbolic three-parameter Mohr-Coulomb type failure criterion. The constitutive model depicts the strong dependency of interface behavior on bonding condition of interface, bonded or unbounded. Values of the interface parameters were determined through interpretation of experimental results, geometry of failure envelope and sensitivity analysis. Nonlinear finite element analysis that incorporates steel-concrete interface as well as material nonlinearities of concrete and steel were performed to predict the experimental results.

• Journal of Convergence for Information Technology
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• v.10 no.10
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• pp.227-235
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• 2020

This study was conducted to induce changes in the correct oral hygiene management habits and attitudes of university students by grasping the relationship between oral hygiene status and of self-perception halitosis of university students, and to present basic data to improve oral health. The data survey was conducted on 322 university students under the age of 23 among the participants who visited the department of dental hygiene at K University in Daejeon for practice from September 23, 2019 to December 6, 2019. The degree of dental deposition was grade B, the patient hygiene performance index was 'normal' and the amount of tongue plaque was 'good' the highest, and the factors that were highly related to self-perception halitosis were the amount of tongue plaque and were dental deposits rating and grade. Also, oral hygiene status and self-perception halitosis were correlated with each other, and it was found that oral hygiene status had an important effect on self-perception halitosis. Therefore, it is necessary to actively develop interesting and practical oral health care programs and publicity plans so that the quality of life of oral health for university students can be improved.

• Proceedings of the Acoustical Society of Korea Conference
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• autumn
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• pp.329-332
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• 2001

피아노 향판의 진동 특성은 피아노 음질을 결정짓는 매우 중요한 요소이다. 그런데 피아노를 제작함에 있어 브릿지를 향판에 부착함으로서 진동 특성이 브릿지 부착 전과 달라지게 된다. 본 연구에서는 브릿지가 부착되지 않은 피아노 향판의 진동 특성을 측정한 후 동일한 항판에 대하여 브릿지를 부착한 상태에서의 진동 특성을 클라드니 패턴을 이용하여 비교, 측정하였다. 두 경우에 대한 비교 측정 결과 저주파에 대해서는 진동 특성이 큰 차이를 보이지 않지만 고주파에 대한 진동 특성은 크게 달라짐을 확인할 수 있었다

• Magazine of the Korea Concrete Institute
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• v.6 no.1
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• pp.89-100
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• 1994

The current test procedure for transfer length, which determine transfer length by measuring concrete strain, has an actual bond stress state in the prestressed pretensioned member : however, it is difficult to determine the bond properties of maximum bond stress and bond stiffness with this method. It is also difficult for design engineer to understand and select a correct safety criterion from the widely distributed results of such a ransfer test alone. An alternative testing procedure is provided here to determine the bond properties without measuring the concrete strain. In this test the bond stress is measured directly by creating a similar boundary condition within the transfer length in a real beam during the transfer of prestressing force. The prestressing force was released step by step by step from the unloading side. The release of force induces a swelling of the strand at the unloading side of concrete block, bonding force in the block, and a bond slip of the strand toward the other side of the block. Two center-hole load cells are used to record the end loads until the point of general bond slip(maximum bond stress). It is suggested that this test procedure be performed with the ordinary transfer test when determining the transfer length in a prestressed, pretensioned concrete beam.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2002.05a
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• pp.22-22
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• 2002

본 연구에서는 교량, 발전소, 산엽체의 시설물 둥 대형 옥외 설치 구조물의 부식방지를 위해, 전류 인가형 부식 방지 장치를 개발하였다. 기존의 전극기판(anode base)은 pve로 만들 어져 있어서, 옥외에 설치된 상태에서 쉽게 열화되어 부스러지며, 비 갠 후 시설물의 일부에 물기가 남아 있는 부식 환경하에서도 플라스틱 기판은 물기가 쉽게 제거되어 이마 건조된 상태가 된다. 이 경우에는 기판을 통해 부식방지 전류를 흐르게 할 수가 없기 때문에 희생 양극의 임무를 수행할 수가 없으며, 시설물이 부식되는 단점이 있다. 본 연구에서 개발한 흡습성 기판은 기존의 pve 기판의 단점을 개선한 것으로, 대기 중에 방치해도 수명이 영구적이며, 다공질이기 때문에 흡습성이 있어서 비 캔 후에도 기판 내부와 표면에 물기가 남아 었다. 따라서, 비 캔 후 부식환경에서도 부식 방지 전류를 흐르게 할 수가 있어서 희생양극의 업무를 수행할 수 있다. 본 연구에서는 옥외 구조물에 대한 방식 특성을 평가하기 위하여, 세라믹 기판을 부착하고 전류 측정을 하기 위한 철판(보통탄소강)구조물을 아래와 같이 제작하였다. 구조물의 $가로{\times}세로$ 크기는 $450mm{\times}450mm$ 이며, 구조물의 중앙에 세라믹 또는 pve Anode 기판을 부착 하였다. 살수 후 전류의 측정 위치는 구조물의 Anode 기판 중심에서 100mm 떨어진 지점 4 곳에 부착하였다. 본 연구에서 개발한 세라믹 가판의 경우와 기존의 pve 기판의 경우를 비 교 실험한 결과, 전자의 경우는 120분 경과 후에도 $70~80\mu\textrm{A}$의 많은 양의 전류가 흐르는 것으로 밝혀졌으며, 후자의 경우는 120분이 지난 후에는 전류가 전혀 흐르지 않는 것올 알 수 있다. 따라서, 기존의 pve 보다 세라믹 기판의 경우가 수분 흡수율이 높아 더 오랫동안 전류를 흐르게 하여 방식성이 개선된 것으로 판단된다.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2003.07a
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• pp.111-116
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• 2003

토양 경도는 작물의 성장 특히, 뿌리의 성장에 큰 영향을 미친다. 토양의 경도가 증가함에 따라 작물의 수량이 감소되는 현상은 많은 연구에서 보고된 바 있다. 따라서 작물에 따라 적절한 토양 경도를 유지하는 일은 대단히 중요하다. 최근, 정밀 농업에 대한 관심이 증가됨에 따라 토양과 작물의 상태를 정확히 나타낼 수 있는 다양한 변수가 연구되고 있으나, 아직까지 단 하나의 변수로써 생육 상태를 정확히 나타낼 수는 없다. 토양 경도도 작물의 생육 상태에 영향을 미치는 변수로서, 그 영향을 구명할 필요가 있다. (중략)

• Journal of the Korea Concrete Institute
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• v.13 no.2
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• pp.93-98
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• 2001

CFT column has excellent structural properties due to the composite action between concrete and steel tube. The bond behavior between the constituent elements has to be found for analyzing the behavior of CFT column. A new model is necessary because most of existing models for bond stress-slip relationship of the deformed bar cannot be applied to the CFT column. Therefore, the objective of this research is to develop a new model related to the bond behavior of CFT column considering the relation between bond stress and vertical stress, and the distribution of lateral stress under the confinement created by steel casing. From equilibrium condition, the formula for relationship between bond stress and vertical stress is derived, and the relationship for the lateral stresses of the CFT column section is obtained by an Airy stress function. The experiments are performed for five CFT column specimens axially loading on concrete alone. The relation between bond strength and lateral stress is investigated from the regression analysis using the measured strains. Finally a new bond strength model is proposed, which is able to predict the relationship for the stress of each direction of CFT column loading on concrete.