• Journal of Korean Society of Disaster and Security
• /
• v.16 no.2
• /
• pp.75-83
• /
• 2023

In general, bridges are facilities installed for the purpose of easily passing through sections such as valleys and rivers. Railway bridges that run through downtown areas are damaged due to external factors such as earthquakes and collisions with passing vehicles, resulting in serious human casualties. This can cause serious human and properties damage, such as functional paralysis in downtown areas. Depending on the degree of damage, repair work such as partial repair or full replacement is in progress for the bridge where the collision occurred. When damage or deformation occurs due to collision, the repair method is determined according to the degree of deformation and the degree to which the load capacity of the bridge is affected by the deformation. In this study, a numerical analysis review was performed on the repair work for the local deformation caused by the collision of a vehicle on an old railway bridge installed and in operation in an urban area. To this end, a structural safety review of the bridge for local deformations caused by vehicle collisions was conducted. In this paper, a repair method for the accident bridge was presented based on the analysis results.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2013.02a
• /
• pp.561-561
• /
• 2013

볼츠만 관계식을 아르곤과 산소 플라즈마에서 공간상의 전자 전류 측정과 전자에너지 분포함수의 측정을 통해 실험적으로 검증하였다. 전자의 에너지 분포가 볼츠만 관계식을 따를 때, 탐침의 전위를 고정시켜 각 위치마다 측정 할 경우 탐침과 플라즈마 간의 전위차의 감소와 플라즈마 밀도 감소가 서로 상쇄되는 효과로 인해 공간상에서 전자전류가 일정하게 측정이 된다. 또한 볼츠만 관계식을 전자역학적으로 해석할 때, 전자에너지 분포함수의 비국부적 특성을 의미하기 때문에 공간상에서 전자에너지 분포함수가 일정하게 측정된다. 낮은 압력에서 전자전류는 공간상에서 일정하였고, 전자에너지 분포함수 또한 전체 에너지 상에서 일치하는 것을 확인할 수 있었다. 이는 전자가 아르곤과 산소 플라즈마에서 각각의 경우에 볼츠만 관계식을 따르는 것으로 볼 수 있다. 하지만 압력이 높을 때, 산소 플라즈마인 경우 볼츠만 관계식 따르지 않았지만 아르곤 플라즈마에서는 여전히 볼츠만 관계식을 따르는 것을 확인할 수 있었다. 이러한 차이는 산소기체의 경우 분자기체에서 비탄성 충돌을 유발하는 반응들이 다양한 전자에너지 영역에 대해서 존재하여, 전자의 에너지 특성이 비국부적 영역에서 국부적 영역으로 전이가 되기 때문인 것으로 해석할 수 있다. 또한 챔버 벽면으로 빠져나가는 전자에 대해서도 볼츠만 관계식을 실험적으로 검증을 해 보았고, 플라즈마 내에서의 결과와 유사한 경향성을 관찰할 수 있었다.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2014.11a
• /
• pp.28-29
• /
• 2014

In this study, flexural strength by fiber reinforced for steel fiber and reinforced polyamide fiber concrete, and concrete fracture properties by improvement of flexural toughness and high-velocity projectile impact were evaluated. As a result, it was confirmed that flexural strength are improved by distribution of stress and suppress of cracks, and the back desquamation of concrete by high-velocity projectile impact is suppressed. In addition, It was observed that the spalling of rear is caused when tension stress is caused as shock wave by high-velocity projectile impact was transferred to the rear and tension stress is suppressed by fiber reinforcement.

• Transactions of the Korean Society of Mechanical Engineers B
• /
• v.28 no.8 s.227
• /
• pp.961-967
• /
• 2004

An inclined jet impinging on a pin fin heat sink is proposed and investigated experimentally. To investigate the flow pattern, flow visualization using fluorescence and velocity measurement using particle image velocimetry(PIV) are conducted with water. The jet impinges over a wide span of the heat sink with a large recirculation in the upper free space and occasionally with another smaller one in the upstream corner. Further, thermal experimentation is conducted using air to obtain temperature profiles using a thermocouple rake in the air and using thermal image on the heat sink back plate, with impinging angles of 35, 45 and 55 degrees. The Reynolds number range based on the nozzle slot is varied from 1507 to 6405. The results show that impinging angle of 55 degree shows the largest heat transfer capability. The results of thermal experiment are compared and discussed with those of flow visualization.

• Transactions of the Korean Society of Automotive Engineers
• /
• v.5 no.5
• /
• pp.170-177
• /
• 1997

In this study, an analysis technique using simple beam model for predicting structure crashworthiness of the passenger car side impacted with an angle by another passenger car was investigated. The simple model was composed of major beam-like side structure which carry almost all side impact load. A procedure of component collapse test, calculation of load carrying capability and dynamic simulation was carryed out sequentially. Transient dynamic algorithms and a computer program to simulate deformations and motions of the impacted car was developed. The developed procedure was applied to a 3 door passenger car side impacted with an angle of 75 degree and the analysis results show good agreements with the actual test results.

• Transactions of the Korean Society of Automotive Engineers
• /
• v.21 no.5
• /
• pp.97-103
• /
• 2013

Crash performance of the straight member was studied by FE analysis. One end of model was fixed and the other end was impacted by 1,000kg rigid mass with velocity of 16.0m/sec. The maximum and mean load were discussed to compare crash performance. The members with various section shapes were analyzed and the flange location was changed. Also, spot weld points were added in the initial buckling region to investigate its effect. Final rectangular section model which has flanges at the center and reinforcement in initial buckling region showed high enhancement in crash performance.

• Journal of Auto-vehicle Safety Association
• /
• v.5 no.2
• /
• pp.5-10
• /
• 2013

The pole side crash caused fatal injury by comparison with other crash impact mode such as frontal and rear crash. EuroNCAP proposed the pole side crash test using WorldSID(World Side Impact Dummy). The objective of this study is to develop the pole side impact sled test using dummy rib deflection between crash and sled test. In the pursuit of this purpose, we fabricated new pole side sled buck and test preliminary pole sled using ES-2re. Through this, we found the sled acceleration pulse scale. Hardness and thickness of the EPP affects the rib deflection. We conducted the pole sled test using WorldSID based on the preliminary results. As a result, rib deflection was shown to correlate well between crash test and pole side sled test.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.31 no.5A
• /
• pp.369-378
• /
• 2011

In this paper, the response analysis of RC(Reinforced Concrete), SC(Steel-Plate Concrete) containment buildings subjected to a large aircraft impact is performed using Autodyn-3D as Hydrocode. Until now, the impact load in the analysis of aircraft impacts has been applied to target structures at the local area by using the impact load-time history function of Riera. However in this paper, the results of aircraft crash are analyzed by using an aircraft model similar to Boeing 767 and verified by comparing the generated history of the aircraft crash against the rigid target with another history by using the Riera's function. To estimate the resistivity of the impact, the response and safety of SC containment buildings, this study is performed by comparing the four cases of plane concrete, reinforced concrete, bonded containment liner plate at reinforced concrete, and SC structure. Thus, the different behaviors between SC and RC structures when they are subjected to the extreme impact load could be anticipated. Consequently, the improved safety is expected by replacing RC structure with SC structure for nuclear power plants.

• Journal of Advanced Marine Engineering and Technology
• /
• v.39 no.6
• /
• pp.609-613
• /
• 2015

In this study, the experiments are performed to investigate the local heat transfer and pressure drops of developed turbulent flows in the diverging square channels along the axial distance. The square divergent channels are manufactured with a fixed rib height (e) = 10 mm. Four different parallel angled ribs ($a=30^{\circ}$, $45^{\circ}$, $60^{\circ}$, and $90^{\circ}$) are placed on the channel's one-sided wall only. TThe measurement are conducted within the range of Reynolds numbers from 22,000 to 79,000. The results show that a rib angle-of-attack of $45^{\circ}$ produces the best heat-transfer performance.

• Journal of the Korea Concrete Institute
• /
• v.25 no.1
• /
• pp.107-114
• /
• 2013

In this study we experimentally evaluated an impact resistant performance of fiber reinforced concrete in the moment of explosion by high-velocity projectile with emulsion explosive. To assess the impact resistance, we conducted the impact test of high-velocity projectile which reaches an impact speed of 350 m/s and the experiment of contact exploding emulsion explosive. As a result, bending and tensile performance depending on type of PVA, PE fiber (polyvinyl alcohol fiber, polyethylene fiber) and steel fiber affects destruction of rear side in the form of spalling. Destroying the backside of the concrete compressive strength compared to suppress the bending and tensile performance is affected. In addition, the experiment shows that the destruction patterns of concrete specimen producted by high velocity impact and contact explosion are significantly similar. Therefore, it is possible to predict the destruction patterns of specimens in the situation of contact explosion by high-velocity projectile.