• Title/Summary/Keyword: impact damages

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Dynamic Response Analysis of a Flexible Rotor During Impact on Backup Bearings (탄성 로터의 백업베어링 충돌 시 동적 응답 해석)

  • Park, K.J.;Bae, Y.C.
    • Journal of Power System Engineering
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    • v.16 no.3
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    • pp.22-28
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    • 2012
  • Active magnetic bearings(AMBs) present a technology which has many advantages compared to traditional bearing concepts. However, they require backup bearings in order to prevent damages in the event of a system failure. In this study, the dynamics of an AMB supported rotor during impact on backup bearings is studied employing a detailed simulation model. The backup bearings are modeled using an accurate ball bearing model, and the model for a flexible rotor system is described using the finite element approach with the component mode synthesis. Not only the influence of the support stiffness, clearance and friction coefficient on the rotor orbit, but also bearing load are compared for various rotor system parameters. Comparing these results it is shown that the optimum backup bearing system can be applicable for a specific rotor system.

A Study on Avoiding Collision between a Ship and Bridge and Minimizing Damages if Unavoidable (선박과 교량의 충돌예방과 충돌시 손상의 감소방법에 관한 연구)

  • Yoon, Byoung-Won;Yun, Jeom-Dong
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2007.12a
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    • pp.376-382
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    • 2007
  • A Collapse of bridge by ship's collision to the bridge post may lead a great calamity. This paper investigates on avoiding collision between a ship and bridge by improvement of environmental factors, submitting a counter plan of reducing collision effect by triangular type of collision protecting bar and ship maneuvering skills. Putting up collision protecting bar fences of triangular type around the bridge posts would decrease the collision impact force by 75 percent.

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Performance Analysis of Hybrid Type HVDC Circuit Breakers in Voltage Source Converter based HVDC System (전압형 HVDC 시스템 적용을 고려한 Hybrid Type HVDC 차단기의 동작 특성 분석)

  • Khan, Umer Amir;Lee, Jong-Gun;Lim, Sung-Woo;Lee, Ho-Yun;Lee, Bang-Wook
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.153-154
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    • 2015
  • Voltage Source Converter HVDC (VSC-HVDC) are a better alternative than conventional thyristor based HVDC systems. Unfortunately, VSC-HVDC's full potential cannot be utilized up till now due to absence of suitable HVDC protection. Recently, hybrid HVDC circuit breakers (HDCCB) have been developed and successfully lab tested. However, their application and feasibility in VSC-HVDC needs to be investigated. In this research paper we have modelled an existing HDCCB and evaluated its impact on fault reduction and interruption in VSC-HVDC systems. The HDCCB was applied in Korean Jeju-Haenam VSC-HVDC system model and its impact was analyzed for HVDC line-to-ground and line-to-line faults. HDCCB successfully interrupted the fault current and prevented the damages to costly IGBTs and converter transformers.

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Damage Analysis of Bow-Flare Structure (선수 플레어 구조손상 해석)

  • 김용직;신기석;신찬호;강점문;김만수;김성찬;오수관;임채환;김대헌
    • Journal of the Society of Naval Architects of Korea
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    • v.40 no.3
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    • pp.37-44
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    • 2003
  • In rough seas, bow-flare regions of the sea-going ships are subject to high impact pressures due to the bow-flare slamming and panting. And many ships suffer structural damages in that region, even though they were built under the bow structure strengthening rules of the ship classes. So, a new design method for bow-flare structure is highly required. In this paper, bow-flare damage analysis is performed for 17 ships (total number of damage/non-damage data is 782). Based on this analysis, a new design standard and method for bow-flare structure (shell plate, frame and web frame) is proposed. 80.4% of the present damage/non-damage data were well-explained by this new design standard.

Benchmarking Complaint Management of Public Constructuin Projects in Korea

  • Ju-Hui Lee;SangBaek Lee;Jiyong Choi;Sungmin Yun
    • International conference on construction engineering and project management
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    • 2024.07a
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    • pp.831-838
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    • 2024
  • Public construction projects have a significant impact on the local residents' economy and social lives due to their large scale and construction costs. If residents suffer losses and damages from public construction projects, it can lead to complaints, which can negatively affect to the projects, such as cost overrun and schedule delay. Therefore, the managerial efforts should be made to minimize these complaints. The purpose of this study is to analyze the complaints associated with construction projects based on their characteristics and assess the impact of complaints on the projects, aiming to minimize the complaints arising from construction projects. This study is conducted in three steps: 1) extracting the complaints' information from the existing construction projects, 2) analyzing the complaints based on projects characteristics using post-evaluation data, and 3) analyzing how the complaints are actually handled. Through this study, it is possible to understand the characteristics of complaints in actual public construction projects in Korea.

A Study on Driving Safety Evaluations Using Full Scale Crash Test Data of Curb (연석의 실물차량 충돌시험 데이터를 이용한 주행안전성 평가에 관한 연구)

  • Kim, Jong-Min;Noh, Kwan-Sub;Kim, Jang-Wook;Byeon, Ji-Seok
    • Journal of the Korean Society of Safety
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    • v.27 no.2
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    • pp.98-104
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    • 2012
  • Current [Guideline for Installation and Management of Sidewalks and Safety Facilities on Roads] suggests that the types of curbs should be Barrier curb ($85^{\circ}$). Although Barrier curbs ($90^{\circ}$) were not specified in the guideline. The curbs installed on the roads currently are Barrier curbs ($90^{\circ}$) which are not specified in the installation standard. Therefore, it is critical to prepare for the installation standard of curbs by researching types of curbs and driving safety. This research have assessed the driving safety throughout Full Scale Crash Test according to type of curbs (Barrier curbs ($85^{\circ}$) and Barrier curbs ($90^{\circ}$)). Barrier curbs ($90^{\circ}$) showed higher figure in Theoretical head Impact Velocity, Post-impact Head Deceleration, Vehicle Damage when Crash, Passenger's Wounds Severity, and every other items than Barrier curbs ($85^{\circ}$). Barrier curbs ($85^{\circ}$) were found to have better Occupant Safety Index. Analysis of Behavior Using Full-Scale Crash Test showed difference depending on the Impact Condition between Barrier curbs ($85^{\circ}$) and Barrier curbs ($90^{\circ}$). Generally, Barrier curbs ($85^{\circ}$) were superior than Barrier curbs ($90^{\circ}$) in terms of protecting the passengers and vehicle damages. When an impact angle increases, Acceleration of Vehicle, Variations of Speed, and Contact Relationship between Wheels and Curbs, two types of curb showed similarity. However, if an impact of an angle decreases, Barrier Curbs ($85^{\circ}$) showed excellence in Driving Safety such as Acceleration of Vehicle, Variations of Speed, and Contact Relationship between Wheels and Curbs.

Computation of the Green Water Design Impact Loads Acting on the Box-Type Structure of a High-Speed Ship's Bow (고속선박의 선수부 상자형 구조물에 작용하는 Green Water 설계 충격하중의 산출)

  • Kim, Yong Jig;Kim, In Chul;Shin, Sangmook
    • Journal of the Society of Naval Architects of Korea
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    • v.54 no.1
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    • pp.34-42
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    • 2017
  • In rough seas, green water shipped on board may impose quite large impact loads on the structures on deck and sometimes result in structure damages. One of the essential tasks of the naval fluid engineers is to provide the design impact loads which are needed for proper design of the structure strength against the green water impacts. Computation of the design impact load due to green water needs first a process to find the sea condition and the ship cruising condition which cause maximum green water impacts on structures as well as other succeeding processes to compute ship motion responses, green water flows and impact loads. Also, as a bold and practical process, it is needed that the irregular real seas are to be substituted by design regular waves which are equivalent in view points of green water impacts. In this paper, the whole processes to compute the design green water loads acting on bow structure are set up creatively. And the green water design impact loads acting on the box-type structure of a high-speed ship's bow are computed and discussed.

Design and Development of Electromagnetic Launcher for Low-High Velocity Impact Test (중고속 충돌 실험을 위한 전자기력 발사장치의 설계와 제작)

  • Kim, Hong Kyo;Noh, Hak Gon;Kang, Beom Soo;Kim, Jeong
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.40 no.10
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    • pp.857-864
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    • 2016
  • Many plane, UAV and drone fly in the sky as development of aviation industry. Plane and UAV fly and drone's propellers rotate so fast. Impact between flying objects which have high velocity threats passengers. Also the impact damages people, building and various property. Plane's operating speed is near sound velocity(340m/s), and propeller's rotating speed is less than that. Until now, impact experiment uses gas gun to get speed and the gun needs large space to entirely air expansion. Electromagnetic launcher, especially railgun, needs smaller space than gas gun to get enough speed about 500m/s. This paper explains electromagnetic launcher's operating principle, shows making electromagnetic launcher design guide line and suggests that it is a better apparatus to get low-high velocity.

Study on a Standardized Rockfall-Protection Fence for Various Rockfall Impact Energy using Finite Element Analysis (유한요소해석을 이용한 다양한 낙석 충돌에너지에 대한 표준 낙석방지울타리 형식 제시 연구)

  • Park, Hyungon;Jang, Hyunick;Kim, Bumjoo;Moon, Jiho
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.33 no.5
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    • pp.297-302
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    • 2020
  • Korea has many mountainous regions, and slope collapse that can lead to damage in road facilities and loss of lives often occurs. Rockfall-protection facilities are necessary to reduce such damages. Among these facilities, the standard Korean rockfall-protection fence is designed to resist 50 kJ of rockfall impact energy. However, the range of rockfall energy significantly varies depending on the condition of the slope, and it sometimes reaches up to 100 kJ. Thus, providing several types of standardized rockfall-protection fence is necessary to address the different rockfall impact energy for efficient response to rockfalls. This paper presents a study on standardized rockfall-protection fence for various rockfall impact energy using finite-element analysis. According to the results, standardized rockfall-protection fences against rockfall impact energy of 30 and 100 kJ were proposed and have been verified.

Sloshing suppression by floating baffle

  • Kang, Hooi-Siang;Md Arif, Ummul Ghafir;Kim, Kyung-Sung;Kim, Moo-Hyun;Liu, Yu-Jie;Lee, Kee-Quen;Wu, Yun-Ta
    • Ocean Systems Engineering
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    • v.9 no.4
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    • pp.409-422
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    • 2019
  • Sloshing is a phenomenon which may lead to dynamic stability and damages on the local structure of the tank. Hence, several anti-sloshing devices are introduced in order to reduce the impact pressure and free surface elevation of liquid. A fixed baffle is the most prevailing anti-sloshing mechanism compared to the other methods. However, the additional of the baffle as the internal structure of the LNG tank can lead to frequent damages in long-term usage as this structure absorbs the sloshing loads and thus increases the maintenance cost and downtime. In this paper, a novel type of floating baffle is proposed to suppress the sloshing effect in LNG tank without the need for reconstructing the tank. The sloshing phenomenon in a membrane type LNG tank model was excited under sway motion with 30% and 50% filling condition in the model test. A regular motion by a linear actuator was applied to the tank model at different amplitudes and constant period at 1.1 seconds. Three pressure sensors were installed on the tank wall to measure the impact pressure, and a high-speed camera was utilized to record the sloshing motion. The floater baffle was modeled on the basis of uniform-discretization of domain and tested based on parametric variations. Data of pressure sensors were collected for cases without- and with-floating baffle. The results indicated successful reduction of surface run-up and impulsive pressure by using a floating baffle. The findings are expected to bring significant impacts towards safer sea transportation of LNG.