• Journal of Advanced Marine Engineering and Technology
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• v.34 no.3
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• pp.360-368
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• 2010

A SCR catalytic filter system is used for reducing $NO_x$ and soot emissions simultaneously from diesel combustors. The amount of ammonia (as a reducing agent) must be controlled with the amount of $NO_x$ to obtain an optimal $NO_x$ conversion. Hence, gas mixing between ammonia and exhaust gases is vital to ensure that the SCR catalyst is optimally used. If ammonia mass distribution is not uniform, slip potential will occur in rich concentration areas. At lean areas, on the other hand, the catalyst is not fully active. The better mixing is indicated by the higher uniformity of ammonia mass distribution which is necessary to be considered in SCR catalytic filter system. The ammonia mass distributions are depended on the flow field of fluids. In this study, the velocity field of gaseous flow is investigated to characterize the transport of ammonia in SCR catalytic filter system. The influence of different injection placements on the ammonia mass distribution is also discussed. The results show that the ammonia mass distribution is more uniform for the injector directed radially perpendicular to the main flow of inlet at the gravitational direction than that at the side wall for both laminar (Re = 640) and turbulent flows (Re = 4255). It is also found that the mixing index decreases as increasing the heating temperature in the case of ammonia injected at the side wall.

• Steel and Composite Structures
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• v.27 no.3
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• pp.389-399
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• 2018

A perforated shear connector group is commonly used to transfer shear in steel-concrete composite structures when the traditional shear stud connection is not strong enough. The multi-hole perforated shear connector demonstrates a more complicated behavior than the single connector. The internal force distribution in a specific multi-hole perforated shear connector group has not been thoroughly studied. This study focuses on the load-carrying capacity and shear force distribution of multi-hole perforated shear connectors in steel-concrete composite structures. ANSYS is used to develop a three-dimensional finite element model to simulate the behavior of multi-hole perforated connectors. Material and geometric nonlinearities are considered in the model to identify the failure modes, ultimate strength, and load-slip behavior of the connection. A three-layer model is introduced and a closed-form solution for the shear force distribution is developed to facilitate design calculations. The shear force distribution curve of the multi-hole shear connector is catenary, and the efficiency coefficient must be considered in different limit states.

• Journal of Acupuncture Research
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• v.18 no.2
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• pp.227-236
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• 2001

Objectives : This study was performed to evaluate the clinical results of the thoracolumbar fracture patients treated with oriental medical methods. Methods : We reviewed 40 patients of thoracolumbar fracture, who were hospitalized at WonKwang University KwangJu Oriental Medical Hospital and treated by oriental medical methods. We classified thoracolumbar fracture according to three column theory and then analyzed the cause of injury, sex-age distribution, treatment, and etc.. Results : 1. The distribution showed female predominance(72.5%) in sex and 70age-bracket predominance in age. 2. In the distribution of causes, the largest group was "lifting heavy objects"(40%) and the next was "slip down"(37.5%). 3. In the duration of symptoms, the largest group was the group of "acutest" (40%). 4. The distribution of injured level was L1 body the most(20%). 5. In classification of fracture, "compression fracture" was the most(57.5%) and the next was "burst fracture", "unstable fracture" in order. 7. Therapeutic effects above "fair" were 37 cases(92.5%). 8. The higher grade of clinical symptoms is, the lower therapeutic effect is. 9. In the distribution of treatment results according to classification of fracture, both the compression fracture and the burst fracture were almost same high and the unstable fracture is relatively lower than them. Conclusions : The result to treating thoracolumbar fracture by oriental medical methods is satisfactory.

• The Journal of the Petrological Society of Korea
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• v.23 no.2
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• pp.61-73
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• 2014

The dextral strike-slip Yecheon Shear Zone of (E)NE-(W)SW trend is developed in the Pukhumyeon-Pyeongeunmyeon area, Gyeongsangbukdo, in the central part of Sobaeksan Massif, Korea which mainly consists of Precambrian metasedimentary rocks and Mesozoic granite. This paper researched the relative formation time, the deformation temperature, and the distribution of ultramylonite zone of Yecheon Shear Zone from the analysis of their deformed rock structures and microstructures. There are the mylonite foliation and stretching lineation by shear deformation, and the (E)SE-vergence gentle plunging, moderately inclined tight fold defined by the gneissosity and mylonite foliation as ductilely deformed main rock structures. Flame perthites, myrmekites, microfractures, microkinks, kinkband, and undulatory extinction are recognized as characteristic microstructures in feldspars during ductile shear deformation. Patterns of c-axis fabrics of recrystallized quartz aggregate display single girdle and type I crossed girdle where the rhomb and basal slip systems are predominant. The shearing senses on sense-of-shear plane show top-to-the-NE and top-to-the-SW on the predominant NW-dipping and subordinate SE-dipping mylonite foliations, respectively. These characteristic rock structures and microstructures suggest that the Yecheon ductile shearing occurred under $350{\sim}450^{\circ}C$ deformation temperature after the tight folding. The (E)NE trending ultramylonite zone of Yecheon Shear Zone, which passes through the Pulnobong and the north part of Pakdalsan, is established from the zonal distribution of Precambrian metasedimentary rocks and the grain-size distribution of feldspars in the Precambrian metasedimentary rocks and quartzs in the Mesozoic granite.

• Tunnel and Underground Space
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• v.28 no.5
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• pp.400-425
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• 2018

This study presents the research results and current status of the DECOVALEX-2019 project Task B. Task B named 'Fault slip modelling' is aiming at developing a numerical method to simulate the coupled hydro-mechanical behavior of fault, including slip or reactivation, induced by water injection. The first research step of Task B is a benchmark simulation which is designed for the modelling teams to familiarize themselves with the problem and to set up their own codes to reproduce the hydro-mechanical coupling between the fault hydraulic transmissivity and the mechanically-induced displacement. We reproduced the coupled hydro-mechanical process of fault slip using TOUGH-FLAC simulator. The fluid flow along a fault was modelled with solid elements and governed by Darcy's law with the cubic law in TOUGH2, whereas the mechanical behavior of a single fault was represented by creating interface elements between two separating rock blocks in FLAC3D. A methodology to formulate the hydro-mechanical coupling relations of two different hydraulic aperture models and link the solid element of TOUGH2 and the interface element of FLAC3D was suggested. In addition, we developed a coupling module to update the changes in geometric features (mesh) and hydrological properties of fault caused by water injection at every calculation step for TOUGH-FLAC simulator. Then, the transient responses of the fault, including elastic deformation, reactivation, progressive evolutions of pathway, pressure distribution and water injection rate, to stepwise pressurization were examined during the simulations. The results of the simulations suggest that the developed model can provide a reasonable prediction of the hydro-mechanical behavior related to fault reactivation. The numerical model will be enhanced by continuing collaboration and interaction with other research teams of DECOLVAEX-2019 Task B and validated using the field data from fault activation experiments in a further study.

• Korean Journal of Materials Research
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• v.29 no.6
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• pp.343-348
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• 2019

Structural and mechanical effects of the dynamical precipitation in two copper-base alloys have been investigated over a wide range of deformation temperatures. Basing upon the information gained during the experiment, also some general conclusion may be formulated. A one concerns the nature of dynamic precipitation(DP). Under this term it is commonly understood decomposition of a supersaturated solid solution during plastic straining. The process may, however, proceed in two different ways. It may be a homogeneous one from the point of view of distribution and morphological aspect of particles or it may lead to substantial difference in shape, size and particles distribution. The effect is controlled by the mode of deformation. Hence it seems to be reasonable to distinguish DP during homogeneous deformation from that which takes place in heterogeneously deformed alloy. In the first case the process can be analyzed solely in terms of particle-dislocation-particle interrelation. Much more complex problem we are facing in heterogeneously deforming alloy. Deformation bands and specific arrangement of dislocations in form of pile-ups at grain boundaries generate additional driving force and additional nucleation sites for precipitation. Along with heterogeneous precipitation, there is a homogeneous precipitation in areas between bands of coarse slip which also deform but at much smaller rate. This form of decomposition is responsible for a specially high hardening rate during high temperature straining and for thermally stable product of the decomposition of alloy.

• Journal of Acupuncture Research
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• v.15 no.2
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• pp.427-436
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• 1998

Thirty two cases of patient with Thoracolumbar Compression Fracture were treated and observed clinically from November, 1997, to August, 1998, in the Dept. of Acupuncture and Moxibustion, Chon-an Oriental Medical Hospital, Taejon University. The results were obtained as follows; 1. The distribution of sex was male 6 cases(18.7%), female 26 cases(81.3%) and the distribution of age was seventies 17 cases(53.2%) the most. 2. The distribution of the causes was Slip-down 17 cases(53.2%) the most. 3. The distribution of the period before admission was within a week 19 cases(59.4%) the most. 4. The distribution of treatment duration in descending order: Under a week and two weeks under four weeks was the most number in 11 cases(59.4%) each. 5. The distribution of the injured level was L1 body 15 cases(18.3%) the most. 6. In the distribution of grading clinical severity on admission, the most cases were Gr.IV(18cases, 56.3%). 7. In the distribution of clinical symptoms on admission, 30 patients(21.9%) complained lower back pain and disturbance in turning over. 8. In the distribution of treatment result, the most cases(18 cases, 56.3%) was good. 9. The distribution of treatment duration according to the clinical grade on admission was as follows: Two weeks under four weeks was the most number in 8 cases(25%) in the group of Gr.IV, under two weeks was the most number in 6 cases(18.7%) in the group of Gr.III, and under four weeks was the most number in 2 cases(6.2%) in the group of Gr.II. 10. The distribution of treatment result according to the clinical grade on admission was as follows: Good was the most number in 10 cases(31.2%) in the group of Gr.IV, 6 cases(10.7%) in the group of Gr.III and 2 cases(6.2%) in the group of Gr.II. 11. The distribution of treatment result according to the treatment duration was as follows: Good was the most number in 4 cases(12.5%) under two weeks, 6cases(18.7%) two weeks under four weeks, and 6 cases(18.7%) four weeks under six weeks.

• Journal of Acupuncture Research
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• v.18 no.4
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• pp.55-67
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• 2001

Objective : This study was performed to evaluate result of thoracolumbar compression fracture patient treated with Hua-Tuo-Jia-Ji-Xue(華佗夾脊穴) acupuncture. Methods : This clinical study was carried out 50 cases with thoracolumbar compression fracture, who had been admitted from January, 2000 to February, 2001, in the department of acupuncture and moxibustion, Hanseo University Oriental Medical Hospital. We divided two groups; A group, without using Hua-Tuo-Jia-Ji-Xue(華佗夾脊穴) acupuncture and the other group is B group, by using Hua-Tuo-Jia-Ji-Xue(華佗夾脊穴) acupuncture. Results : 1. The distribution of sex and age, 78% were female, and 84% were most above there sixties. 2. In the duration of symptom, the largest group was over 4 weeks. 3. In the distribution of cause, the largest group was "lifting heavy object"(32%) and the next was "slip down"(26%). 4. In the distribution of injured level was L1 body the most(19.6%) and T12 body was the next. 5. In the distribution of clinical symptoms on the admission, the largest group was lumbosacral pain(18%). 6. The result of treatment due to the duration of admission, 17case(34%) was the most above "Fair" during the 2~3 weeks. 7. The result of treatment, Good and Fair were the same in 24case(48%). 8. The duration of treatment was longer in high grade of clinical symptom. 9. B group discharged above good state 60% higher than A group.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.1
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• pp.69-84
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• 2002

In this papers, an analytical model which can simulate the post-cracking behavior and tension stiffening effect in a reinforced concrete(RC) tension member is proposed. Unlike the classical approaches using the bond stress-slip relationship or the assumed bond stress distribution, the tension stiffening effect at post-cracking stage is quantified on the basis of polynomial strain distribution functions of steel and concrete, and its contribution is implemented into the reinforcing steel. The introduced model can be effectively used in constructing the stress-strain curve of concrete at post-cracking stage, and the loads carried by concrete and reinforcing steel along the member axis can be directly evaluated on the basis of the introduced model. In advance, the prediction of cracking loads and elongations of reinforced steel using the introduced model shows good agreement with results from the previous analytical studies and experimental data.

• Steel and Composite Structures
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• v.19 no.1
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• pp.21-41
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• 2015

Push-out tests have been conducted on 18 rectangular concrete-filled steel tubular (CFST) columns with the aim of studying the bond behaviour between the steel tube and the concrete infill. The obtained load-slip response and the distribution of the interface bond stress along the member length and around the cross-section for various load levels, as derived from measured axial strain gradients in the steel tube, are reported. Concrete compressive strength, interface length, cross-sectional dimensions and different interface conditions were varied to assess their effect on the ultimate bond stress. The test results indicate that lubricating the steel-concrete interface always had a significant adverse effect on the interface bond strength. Among the other variables considered, concrete compressive strength and cross-section size were found to have a pronounced effect on the bond strength of non-lubricated specimens for the range of cross-section geometries considered, which is not reflected in the European structural design code for composite structures, EN 1994-1-1 (2004). Finally, based on nonlinear regression of the test data generated in the present study, supplemented by additional data obtained from the literature, an empirical equation has been proposed for predicting the average ultimate bond strength for SHS and RHS filled with normal strength concrete.