• Structural Engineering and Mechanics
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• v.75 no.6
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• pp.643-657
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• 2020

This study presents experimental and numerical investigations on circular steel tube confined ultra high performance concrete (UHPC) columns under axial compression. The plain UHPC without fibers was designed to achieve a compressive strength ranged between 150 MPa and 200 MPa. Test results revealed that loading on only the UHPC core can generate a significant confinement effect for the UHPC core, thus leading to an increase in both strength and ductility of columns, and restricting the inherent brittleness of unconfined UHPC. All tested columns failed by shear plane failure of the UHPC core, this causes a softening stage in the axial load versus axial strain curves. In addition, an increase in the steel tube thickness or the confinement index was found to increase the strength and ductility enhancement and to reduce the magnitude of the loss of load capacity. Besides, steel tube with higher yield strength can improve the post-peak behavior. Based on the test results, the load contribution of the steel tube and the concrete core to the total load was examined. It was found that no significant confinement effect can be developed before the peak load, while the ductility of post-peak stage is mainly affected by the degree of the confinement effect. A finite element model (FEM) was also constructed in ABAQUS software to validate the test results. The effect of bond strength between the steel tube and the UHPC core was also investigated through the change of friction coefficient in FEM. Furthermore, the mechanism of circular steel tube confined UHPC columns was examined using the established FEM. Based on the results of FEM, the confining pressures along the height of each modeled column were shown. Furthermore, the interaction between the steel tube and the UHPC core was displayed through the slip length and shear stresses between two surfaces of two materials.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.35 no.10
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• pp.1089-1095
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• 2011

Numerical simulation is performed for nucleate boiling on a micro-finned surface, which has been widely used to enhance heat transfer, by solving the equations governing the conservation of mass, momentum, and energy in the liquid and vapor phases. The bubble motion is determined by a sharp-interface level-set method, which is modified to include the effect of phase change and to treat the no-slip and contact-angle conditions, as well as the evaporative heat flux from the liquid microlayer on immersed solid surfaces such as micro fins and cavities. The numerical results for bubble formation, growth, and departure on a microstructured surface including fins and cavities show that the bubble behavior during nucleate boiling is significantly influenced by the fin-cavity arrangement and the fin-fin spacing.

• The Korean Journal of Elementary Counseling
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• v.4 no.1
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• pp.191-214
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• 2005

This study aimed to examine the effect of Cyber Group Counseling on the depression of internet addiction children in elementary school. In this study, the following questions were posed: How effective is the Cyber Group Counseling on the depression of internet addiction children? In this study, subjects were 24 students who got 14 points over in KAIS and got 11 points over in CDI among 245 of 5th, 6th grade students in Daegu and Chongdo Kyungbuk who did Internet addiction scale for Korean Adolescent(KAIS) and Children's Depression Inventory(CDI). They were divided into experimental group and comparative group. Subjects in experimental group practiced Cyber Group Counseling for 12 sessions(60 minutes per session) for 6 weeks. But the control group had no treatment during the period. During the experiment, 2 of each groups were left out. The counseling schedule and hor· to join the Cyber Group Counseling clinic were notified by e-mail. The Cyber Group Counseling was on every Monday and Thursday. The Cyber Group Counseling progressed by internet chatting, bulletin board, e-mail and a slip paper counsel. The collected data were analyzed with SPSS/PC+ (statistical package for the social science/personal computer) program and t -test. The findings of this study were as follows: First, the depression of internet addiction children who joined in Cyber Group Counseling was significantly reduced than the others. So, Cyber Group Counseling was proved one of the useful psychotherapy approach. Second, the subordinate of depression including behavioral disturbance and anhedonia was significantly reduced. Third, the subordinate of depression including the dysphoric mood, the self-deprecation and physiological symptoms was reduced. But it was not statistically significant.

• Journal of the Korean Ceramic Society
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• v.37 no.7
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• pp.705-712
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• 2000

In this study, the dispersion stability of CeO2 based complex oxide was studied, and density, porosity, and microstructure of green body were investigated using colloid surface chemistry to manufacture the Gd2O3 doped CeO2 solid electrolyte in an aqueous system. To prepare the stable slurry for slip casting, the dispersion stability was examined as a function of pH using ESA(electrokinetic sonic anplitude) analysis. The dynamic mobility of particles was enhanced with anionic and cationic dispersant were added the amount of 0.5wt% respectively, but pH value in slurries didn't move to below 6.0 because of the influence of dopants. This phenomenon also appeared in the CeO2-Y2O3 and CeO2-Sm2O3 systems, so it could be inferred that rare earth dopants such as Gd2O3, Sm2O3 and Y2O3 not only have the similar motion with changing pH in an aqueous system but also can be dissolved in the range of pH 6.0∼6.5. In CeO2-Gd2O3 system, when the anionic dispersant was added the amount of 0.5wt% and pH value in slurries was fixed at 9.5, the green body density was 4.07g/㎤, and the relative density of sintered body was 95.2%. It could be inferred from XRD analysis that Gd3+ substituted into Ce4+ site because there was no free Gd2O3 peak.

• Journal of the Society of Disaster Information
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• v.13 no.4
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• pp.455-464
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• 2017

Static loading test was performed on a composite girder with an I-shaped steel girder and SUPER concrete on the top of the steel in order to evaluate flexural behavior characteristics. Total length of the test specimen was 25m long and the depth was 786mm including compressive concrete section('casing' hereafter) with 80MPa strength. 4-point loading on simply-supported beam was applied up to 2,010kN. Results showed that yield strength at tensile steel was 2.7 times greater than service load and the ratio of ductility was 1.481. No cracks were found on the casing surface and the relative slip between different sections was insignificant.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.38 no.12
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• pp.1017-1026
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• 2014

A multi-perforated tube is generally installed between the muffler inlet and in front of selective catalytic reduction (SCR) catalysts in the integrated urea-SCR muffler system in order to disperse the urea-water solution spray uniformly and to make better use of the SCR catalyst, which would result in an increase nitrogen oxide ($NO_x$) reduction efficiency and a decrease in the ammonia slip. The effects of the multi-perforated tube orifice area ratios on the internal flow characteristics were investigated analytically by using a general-purpose commercial software package. From the results, it was clarified that the multi-perforated tube geometry sensitively affected the generation of the bulk swirling motion inside the plenum chamber set in front of the SCR catalyst and to the uniformity index of the velocity distribution produced at the inlet of the catalyst. To verify the analytical results, engine tests were carried out in the ESC and ETC modes. Results of these tests indicated that the larger flow model in the longitudinal direction showed the highest NOx reduction efficiency, which was a good agreement with the analytical results.

• Steel and Composite Structures
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• v.36 no.1
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• pp.103-118
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• 2020

The static behavior of grouped large-headed studs (d = 30 mm) embedded in ultra-high performance concrete (UHPC) was investigated by conducting push-out tests and numerical analysis. In the push-out test, no splitting cracks were found in the UHPC slab, and the shank failure control the shear capacity, indicating the large-headed stud matches well with the mechanical properties of UHPC. Besides, it is found that the shear resistance of the stud embedded in UHPC is 11.4% higher than that embedded in normal strength concrete, indicating that the shear resistance was improved. Regarding the numerical analysis, the parametric study was conducted to investigate the influence of the concrete strength, aspect ratio of stud, stud diameter, and the spacing of stud in the direction of shear force on the shear performance of the large-headed stud. It is found that the stud diameter and stud spacing have an obvious influence on the shear resistance. Based on the test and numerical analysis results, a formula was established to predict the load-slip relationship. The comparison indicates that the predicted results agree well with the test results. To accurately predict the shear resistance of the stud embedded in UHPC, a design equation for shear strength is proposed. The ratio of the calculation results to the test results is 0.99.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.360-360
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• 2016

도시 배수 시스템에서 유입유량이 관거의 만관 상태를 초과하거나 하류 흐름 때문에 발생하는 역류의 영향을 받는다면, 관거 시설은 과부하(surcharge) 상태인 압력흐름이 된다. 중력흐름 상태에서 맨홀의 수두 손실은 일반적으로 무시되지만, 과부하 맨홀에서의 수두 손실은 중요하며, 우수 관거 시스템의 전체 손실에 상당한 부분을 차지하게 된다. 이러한 현상은 여러 개의 맨홀을 가지는 도시 배수 시스템에서 특히 중요한 사항이 된다. 따라서 관거 시설 내 맨홀에서의 수리적 에너지 손실에 대한 연구와 보다 구체적인 설치 기준의 제시가 요구되고 있는 실정이다. 특히 배수관거 시스템의 하류부에 설치되는 4방향 합류맨홀은 맨홀으로 유입되는 주 유입관과 측면 유입관의 유입흐름의 영향으로 맨홀 내의 유수교란에 의한 흐름특성이 복잡하므로 이에 따른 흐름특성의 변화를 분석하고 에너지 손실을 연구할 필요가 있다. 그러므로 우수 관거 시스템의 우수 배제 능력을 증가시켜 도심지의 침수를 방지하기 위한 관거시설의 적정 설계 기준이 필요하며, 합리적인 설계 기준을 제시하기 위하여 과부하 4방향 합류 맨홀 내에서의 수두 손실을 분석할 필요가 있다. 본 연구에서는 수리모형 실험의 물질적, 시간적 한계를 극복하고 과부하 4방향 합류맨홀에서의 복잡한 흐름특성을 분석하기 위하여 일반적으로 3차원 유체거동의 특성분석에 많이 사용되는 FLUENT 6.3 모형을 선택하였다. 합류맨홀 및 접합 관거의 기하 모형의 격자망은 수치해석의 안정성 확보를 위하여 맨홀과 연결관의 합류부분에서는 사면체 격자로 구성하고 합류부분을 제외한 구간에서는 6면체 격자로 구성하였으며, 각 격자의 면은 가능한 사각형 또는 삼각형의 형태를 취하도록 하였다. 합류맨홀 모형의 벽면에는 No-Slip 경계조건을 부여하였으며, 유입부에는 속도 조건, 유출부와 맨홀의 자유수면 부분의 경계에서는 대기압 조건을 부여하였다. 수리모형 실험 결과와 비교하기 위하여 유입 관거의 유속 조건을 수리 모형실험의 조건과 동일하게 채택하여 수치모의를 수행하였다. 수치모형의 적용 결과 맨홀 내에서의 유속변화, 수심변화 및 압력변화에 대해서는 수리모형 실험 결과와 유사한 경향을 나타내고 있으며, 수치모형에 의하여 산정된 4방향 합류맨홀에서의 손실계수 값과 수리모형 실험에 의하여 산정된 손실계수 값이 유사하므로 우수 관거 시스템의 4방향 합류맨홀에서의 흐름 변화 및 손실계수 예측하는 데에 있어서 FLUENT 6.3 모형은 사용 가능하리라 판단된다.

• Archives of Plastic Surgery
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• v.50 no.1
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• pp.37-41
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• 2023

Background The coronavirus disease 2019 (COVID-19) outbreak has had a major impact worldwide. Several countries have implemented restrictions on social interaction ("social distancing"). Several studies have reported that the epidemiology of trauma patients, such as those with facial bone fractures, has changed after COVID-19 pandemic. This study aimed to further explore these specific changes. Methods This was a retrospective study of patients who presented to a single institution with facial bone fractures between January 1, 2016, and December 31, 2020. Baseline patient demographics, clinical information, type of fracture, etiology, and operative management were compared before and after COVID-19. Results Of all cases, 3,409 occurred before COVID-19, and 602 occurred after COVID-19. Since the outbreak of COVID-19, the number of patients with facial fractures has not decreased significantly. A significant increase was noted in fractures that occurred outdoors (p < 0.001). However, a decrease was observed in operative management between the groups (p < 0.001). There was no significant difference in the proportion of assault, fall-down, industrial accident, or roll-down. In contrast, the proportion of traffic accidents and slip-down categories increased significantly (p < 0.05). Moreover, a significant decrease was found in the proportion of the sports category (p = 0.001) Conclusions It was confirmed through this study that COVID-19 pandemic also affected epidemiology of facial fractures. Focusing on these changes, it is necessary to develop safety measures to reduce facial fractures.

• Archives of Plastic Surgery
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• v.50 no.6
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• pp.541-549
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• 2023

Background Despite its many advantages, prepectoral breast reconstruction also carries the risk of implant rippling. The recent introduction of partial superior implant coverage using a pectoralis muscle slip in prepectoral direct-to-implant (DTI) breast reconstruction has shown the potential to minimize upper pole rippling. The purpose of this study was to identify factors associated with rippling and the effectiveness of our surgical technique. Methods In total, 156 patients (186 breasts) who underwent prepectoral DTI breast reconstruction between August 2019 and March 2021 were identified retrospectively. Patient data were analyzed from medical records. Univariable and multivariable logistic analyses were performed to contextualize the risks associated with rippling deformity relative to demographic characteristics and other clinical factors. Retrospective propensity-matched analysis was performed to identify the relationship between rippling deformity and the reconstruction method. Results Patients with body mass index (BMI; odds ratio [OR], 0.736; p < 0.001), those with a postoperative chemotherapy history (OR, 0.324; p = 0.027) and those who received breast reconstruction via the superior coverage technique (OR, 0.2; p = 0.004), were less likely to develop rippling deformity. The median follow-up period was 64.9 weeks, and there were no significant differences between patients in types of mastectomy, implant, or acellular dermal matrix. Patients who underwent superior coverage technique-based reconstruction showed significantly reduced rippling (OR, 0.083; p = 0.017) Conclusion Patients with higher BMI and prior postoperative chemotherapy were less likely to develop rippling deformity. The superior coverage technique can be effective in minimizing upper pole rippling.