• Journal of the Korea Concrete Institute
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• v.15 no.3
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• pp.377-385
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• 2003

Flexural characteristics of the R.C beams strengthened with newly-developed grid-type carbon fiber plastics(CFRP-GRIDS) were investigated. The tests were conducted under the four-points load to the failure to investigate the strengthening effects of CFRP-GRIDS on the beams. Results showed that initial cracks appeared in the boundary layers of fibers embedded in the newly-placed mortar concrete slowly progressed to the direction of supports and showed fracture of fiber plastics and brittle failure of concrete in compression in sequence after the yielding of steel reinforcement. Accordingly, the appropriate area of Grid-type carbon-fiber plastics in the strengthening design of deteriorated RC structures should be limited and given based on the ultimate strength design method to avoid the brittle failure of concrete structures.

• Tunnel and Underground Space
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• v.28 no.6
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• pp.569-583
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• 2018

The purpose of this study is to identify the collapse characteristics by analyzing various factors causing collapse based on field survey and existing data on rock slopes occurring in the construction of roads and industrial complexes in Gyeongsangnam - do area. In the case of the slope where the slope has been directly surveyed, the analysis of the collapse characteristics can be used for the prediction and prevention of slope failure through the continuous collection of the slope data, database construction, management and analysis. The evaluation items used in the collapse characteristics of slope were selected among the items that can be regarded as objective evaluation items among the overlapping factors by comparing the evaluation items frequently used for the evaluation of the existing slope stability among various factors. The type of destruction of the rock slope depends on the type of carcass of the bedrock, such as planar fracture, wedge fracture, onho fracture, and conduction fracture, which are different from each other. And the slope stability analysis should be performed accordingly.

• Geotechnical Engineering
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• v.12 no.3
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• pp.35-48
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• 1996

Reinforced soil structures may experience large local movements between soil and reinforcement. The failure modes of a reinforced structure depend on several factors which are governed by deformation and slipping of the reinforcement. In some cases, pulling out of the reinforcement may occur instead of rupturing, The growing use of geosynthetic liner system for storage of solid and liquid wastes has led to a number of slope instability problems where the synthetic liner may undergo a large amount of stretching and slipping as a result of the loading. The conventional finite element model for the soil-reinforcement interface uses a zero thickness joint element with normal and shear stiffnesses and can only accommodate a small amount of deformation. When a large slippage occurs, the model provides an i ncorrect mechanism for deformation. This paper presents a new interface finite element model which is able to simulate a large amount of slippage between soil and reinforcement. The formulation of the model is presented and the capability of the model is demonstrated using illustrative examples.

• Korean Journal of Microbiology
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• v.24 no.3
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• pp.270-275
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• 1986

The localization of carbon monoxide dehydrogenases (CO-DHs) in Pseudomonas carvoxydovorans and Acinetobacter sp.1 was examined by comparison of the distribution of CO-oxidizing activity between soluble and particulate fractions obtained after disruption of CO-grown cells by sonic oscillation and of spheroplasts by osmotic shock. When the cells were broken by sonic oscillation, most of the CO-DH activity was recovered from soluble fractions. However, disryption by osmotic lysis of spheroplasts revealed that the enzyme activity is present in the cell membrane. The results indicated the CO-DHs in these cells are loosely attached to the cytoplasmic membrane.

• Journal of Korean Society of Steel Construction
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• v.24 no.3
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• pp.245-256
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• 2012

The objective of this study is to investigate the effect of the openings on the structural behavior of SC walls. The test parameters were with or without the reinforcing of openings and sleeve thickness. The common failure showed that the crack in the concrete progressed with the plate's local buckling between the shear connectors. The failure of the openings showed that the vertical wall of the sleeve buckled toward the opening inside. The plate buckling load showed a similar value with or without the sleeve of the opening, respectively. However, the maximum compressive strength of the specimen without the opening was higher than that of specimen with the opening.

• Transactions of the Korean Society of Mechanical Engineers
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• v.11 no.5
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• pp.717-724
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• 1987

Mechanical properties tests and fracture toughness tests of turbine rotors were performed in the wide range of temperatures, -150.deg.C-+150.deg.C, and fracture toughness values from above tests were compared with the estimated values from mechanical properties at lower and upper shelf temperatures and FATT. The relations between mechanical properties and $K_{IC}$ properties proposed by Rolfe and Begley were reviewed and confirmed through these experimental results. On the fracture surfaces of some specimens which were satisfied with the Ikeda's $K_{IC}$ criterion micro dimple zone was detected at the rear of fatigue crack zone and it was confirmed that these specimens were not satisfied with the thickness requirement of ASTM E 399.E 399.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.24 no.9 s.180
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• pp.2319-2325
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• 2000

This thesis studied that seven kinds of residual elements(inclusions) had influenced on fracture toughness($K_{IC}$) obtained by Begley-Logsdon and Rolfe-Novak model equation using tensile an d impact test data of I%CrMoV HP(high pressure) rotor steel. $K_{IC}$ design curve of ASME and fracture surface by SEM were also considered, obtained results are summarized as follows $K_{IC}$ was linearly increased with increase of temperature, effect of the inclusions was significantly over FATT. $K_{IC}$ at lower shelf temperature was quantitatively related to yield strength and was agreed well with Begley's equation. It was difficult to determine $K_{IC}$ because of specimen size and tester capacity at upper shelf temperature, but for this view point Rolfe-Novak's equation was useful. The degree of brittle fracture was dependent on FATT fundamentally, adding S, Sb to matrix decreased impact energy and adding Cu, As increased yield(tensile) strength, and the influence of the others minority inclusion was comparatively insignificant.

• Korean Journal of Materials Research
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• v.7 no.9
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• pp.781-788
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• 1997

Cu/EMC 계면 접착력에 미치는 산화의 규명하기 위해 리드프레임의 저온 산화에 대하여 조사하였다. 이전의 보고와 달리, 저온에서도 Cu$_{2}$O위에 CuO산화물이 형성되어 Cu/Cu$_{2}$O(NiO)/Cu(NiO)/air의 산화층 구조를 나타내었다. Cu/EMC 계면 접착력은 산화가 진행됨에 따라 산화 초기에 급격히 증가하다 최대값에 이르고, 이후의 계속적인 산화로 감소하는 양상을 보였다. 접착력은 산화 온도나 리드프레임의 종류보다 산화막의 두께에 밀접한 상관 관계를 나타내었다. 최대 계면 접착력이 얻어지는 산화막의 두께는 리드프레임의 종류보다 산화막의 두께에 밀접한 상관 관계를 나타내었다. 최대 계면 접착력이 얻어지는 산화막의 두께는 리드프레임의 종류와 무관하게 대략 20nm 와 30nm 사이에 존재하였다. 산화 초기의 접착력 증가는 산화로 인한 EMC에 대한 젖음성의 증가와 기계적 고착 효과의 증가에 기인하였다. 리드프레임과 EMC의 파괴 표면에 대한 AES, XPS 분석으로 부터, 산화막의 두께가 얇을 때에는 Cu$_{2}$O//CuO의 계면 파괴 + EMC 자체 파괴가 복합적으로 발생함을 알 수 있었다. 반면에 과도한 산화로 낮을 접착력을 나타내는 시편은 Cu/Cu$_{2}$/O 계면의 파괴를 나타냈다.

• Journal of the Korea Concrete Institute
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• v.22 no.2
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• pp.273-282
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• 2010

The purposes of this study are to verify the existing model and to propose a rational model for the fracture characteristic of reinforcing steel which is manufactured in Korea being subjected to cyclic loading. This investigation deals with modeling of the low-cycle fatigue behavior for longitudinal reinforcement steel of reinforced concrete bridge substructure (piles and columns of piers). The proposed low-cycle model of longitudinal steel is modeled based on 81 experimental data. The non-linear analysis program was developed using the proposed low-cycle model. The non-linear analysis are applied to the 6 circular bridge column test results and the accuracy of proposed model is discussed.

• Korean Journal of Materials Research
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• v.8 no.4
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• pp.304-311
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• 1998

0.07%C-0.014%Ti-0.015Nb-0.005%B강 (강종 B)을 각각 TMCP처리하여 그 기계적 특성과 B의 거동을 조사하였다. Ta-B강이 Ti-Nb-B강보다 인장강도는 더 우수하였으나 충격 흡수에너지는 훨씬 더 낮았다. Ta-B강의 강도가 Ti-Nb-B강보다 더 우수한 이유는 Ta-B강에서의 Ta의 석출강화 효과가 Ti-Nb-B강에서의 Ti와 Nb의 석출강화 효과보다 더 크기 때문으로 생각된다. Ta-B강은 입내파괴, Ti-Nb-B강은 임계파괴의 파괴양상을 보여이며, Ti-Nb-B강이 Ta-B 강보다 더 큰 충격 흡수에너지를 나타내었다. TMCP에서는 항온변태시의 평형석출과는 달리 연속냉각방법을 사용하였기 때문에 B가 결정립계에 평형적 또는 비평형적으로 편석되어 준안정상으로 생각되는 연속적인 필름 형태의 붕화물을 형성한다. 또한, 냉각속도의 차이에 따라 석출물은 결정질이 되거자 비정질이 되었다. B의 함량이 많은 Ti-Nb-B강에서는 석출물이 비정질상이었다. 한편, B함량이 적은 Ta-B강에서는 B강에서는 결정립계에서 B가 관찰되지 않아는데, 이것은 결정립계에서의 B의 석출이 B의 함량에 매우 민감함을 의미하는 것이다.