• Title/Summary/Keyword: 충격응답 해석

Search Result 201, Processing Time 0.022 seconds

Analysis on the Dynamic Respone of the Hull Structure due to Slamming Impact - By Finite Element Method - (슬래밍 충격을 받는 선체의 동적 응답해석 -유한요소법으로-)

  • Hong, Bong-Ki;Moon, Duk-Hong;Bae, Dong-Myung
    • Journal of the Korean Society of Fisheries and Ocean Technology
    • /
    • v.19 no.2
    • /
    • pp.117-124
    • /
    • 1983
  • In rough seas, actual behaviours of a ship may not be estimated by the linear strip theory, because of Nonlinearities due to the hull shape, bottom slamming and bottom and/or bow-flare slamming. In case of slamming, impulsive hydrodynamic pressure occurs on the fore body surface of the ship, resulting hull vibration called whipping, by which the ship may suffer from serious structural damages and the impact pressure, depends critically on the relative velocity at re-entry. In this paper, the Time history of impact froce at each station, the longitudinal distribution of impact force at critical time, the Time history of acceleration at F.P. and the Time history of Bending moment at midship are illustrated. That is, authors analyzed Dynamic response of container ship to be subjected slamming impact force.

  • PDF

A Numerical Study on the Shock Behavior of Multi-layered Panels (다층 패널의 피탄충격거동에 관한 수치해석적 연구)

  • Park, Chan-Young;Yang, Hong-Jun;Lee, Kyoung-Hoon;Woo, Kwan-Je;Koo, Man-Hoi;Joo, Jae-Hyun
    • Journal of the Korea Institute of Military Science and Technology
    • /
    • v.14 no.6
    • /
    • pp.986-992
    • /
    • 2011
  • In this paper, the characteristics of shock behavior of multi-layered panels under impact were studied. The panels consist of four different lightweight materials including al, al-foam, rubber and FRP in order to enhance their shock energy absorption. A commercial code, Ls-dyna was used to build the numerical model and study shock behavior based on the analysis of shock response spectrum and peak response acceleration. The reliability of the numerical model was estimated by its comparison with the experimental results acquired under the same impact conditions.

Development of Performance Evaluation Method of Shock-Resistance(DDAM) using NASTRAN DMAP (NASTRAN DMAP을 활용한 내충격 평가 기법(DDAM) 개발에 관한 연구)

  • M.Y. Shin;J.H. Lee;J.H. Jung;B.H. Kim
    • Journal of the Society of Naval Architects of Korea
    • /
    • v.36 no.2
    • /
    • pp.114-120
    • /
    • 1999
  • The DDAM(Dynamic Design Analysis Method) has been the most popular method for the shock response analysis of naval shipboard equipment. It was common to model the equipment as a simplified mass-spring system with multi degree of freedom in DDAM. Nowadays, however, it is necessary to adopt the finite element method for the shock response analysis due to the complexity of equipment. In this study, the DDAM program is developed to evaluate the performance of shock-resistance of FEM models using MSC/NASTRAN DMAP(Direct Matrix Abstraction Program) which provides the practical tools in interfacing with the externally developed program. Through the numerical test of the structural components and comparison with the results of ANSYS DDAM, it is confirmed that the developed program can be applicable to analyze the shock responses of the shipboard equipments.

  • PDF

Development of Impact Factor Response Spectrum with Tri-Axle Moving Loads and Investigation of Response Factor of Middle-Small Size-RC Slab Aged Bridges (3축 이동하중을 고려한 충격계수 응답스펙트럼 개발 및 중소규모 RC 슬래브 노후교량 응답계수 분석)

  • Kim, Taehyeon;Hong, Sanghyun;Park, Kyung-Hoon;Roh, Hwasung
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.23 no.2
    • /
    • pp.67-74
    • /
    • 2019
  • In this paper the response factor is investigated for middle and small size-RC slab aged bridges. The response factor consists of static and dynamic response factors and is a main parameter in the frequency based-bridge load carrying capacity prediction model. Static and dynamic response factors are determined based on the frequency variation and the impact factor variation respectively between current and previous (or design) states of bridges. Here, the impact factor variation is figured out using the impact factor response spectrum which provides the impact factor according to the natural frequency of bridges. In this study, four actual RC slab bridges aged over 30 years after construction are considered and their span length is 12m. The dynamic loading test in field using a dump truck and eigenvalue analysis with FE models are conducted to identify the current and previous (or design) state-natural frequencies of the bridges, respectively. For more realistic considerations in the moving loading situation, the impact factor response spectrum is developed based on tri-axle moving loads representing the dump truck load distribution and various supporting conditions such as simply supported and both ends fixed conditions. From the results, the response factor is widely ranged from 0.21to 0.91, showing that the static response factor contributes significantly on the results while the dynamic response factor has a small effect on the result. Compared to the results obtained from the impact factor response spectrum based on the single axle-simply supported condition, the maximum percentage difference of the response factors is below 3.2% only.

Finite Element Vibration/Shock Analysis of Double Stage Elastic Mounting System with Viscoelastically Damped Foundation Structure (유한용소법을 이용한 점탄성 감쇠구조물이 포함된 2단 탄성마운트 시스템의 진동/충격응답 해석)

  • 정우진;류정수;배수룡;함일배
    • Journal of KSNVE
    • /
    • v.10 no.3
    • /
    • pp.508-516
    • /
    • 2000
  • To study the possibility of F.E.M application to vibration and shock response of double stage elastic mounting system with complicated damped foundation structure like common-bed or raft in ships foundation structure model which has complicated damped sandwich cross-section is analyzed first. And then vibration responses experimental results and shock response of double stage elastic mounting system with complicated damped foundation structure like common-bed or raft in ships foundation structure model which adopts the above damped structure as intermediate foundation were compared. As a result it is found that F.E.M could be effectively used in analyzing the vibration and shock response of double and multi-stage elastic mounting system with complicated damped foundation structures.

  • PDF

Study for Characteristics of DDAM using MIL-S-901D Shock Test and Transient Response Analysis (MIL-S-901D 충격시험과 과도응답해석을 이용한 DDAM 특성에 관한 연구)

  • Song, Oh-Seop;Kim, Yong
    • Transactions of the Korean Society for Noise and Vibration Engineering
    • /
    • v.16 no.11 s.116
    • /
    • pp.1132-1139
    • /
    • 2006
  • Non-contact underwater explosions against surface ship could cause extensive equipment damage during wartime service. Thus, the need to develop methods for the design of shock resistant equipment structures and systems was strongly established. In analytical methods, DDAM(Dynamic Design and Analysis Method) and transient repsonse method are used for ship shock design. In this paper, to analyze the characteristics of DDAM, medium weight shock test, DDAM and transient response analysis for missile system equipment are performed.

Shock Response Analysis of the Optical Disk Drive in Consideration of Disk and Pick up (디스크와 픽업을 고려한 광디스크 드라이브의 충격응답해석)

  • Shin, Eun-Jung;Chang, Young-Bae;Park, No-Cheol;Park, Young-Pil
    • Transactions of the Korean Society for Noise and Vibration Engineering
    • /
    • v.14 no.12
    • /
    • pp.1261-1267
    • /
    • 2004
  • As the optical disk drives are designed for portable and hostile environment, they have a possibility to miss the track and not to read the data. The shock response of optical disk drives must be analyzed. This research shows the shock response analysis of the optical disk drive. The optical disk drive is modeled as the lumped parameter system in consideration of the pickup and the disk. The lumped parameter model is compared with finite element model in order to verify results. Finally, shock responses are compared with the change of the shock magnitude and the duration.