• Title/Summary/Keyword: 설계 충격하중

Search Result 224, Processing Time 0.023 seconds

Development of Structural Analysis System of Bow Flare Structure(2) - Prediction of Wave Impact Load Area - (선수 구조부 구조해석 시스템 개발(2) - 파랑충격하중 면적의 추정 -)

  • S.G. Lee;J.W. Park
    • Journal of the Society of Naval Architects of Korea
    • /
    • v.36 no.4
    • /
    • pp.87-94
    • /
    • 1999
  • Empirical design is still used to avoid a structural damage because impact phenomenon and structural behaviour due to wave impact load can not examined accurately. The damage due to wave impact load is largely affected by impact pressure impulse and impact load area. The objective of this study is, as the second step, to develop an efficient scantling program of bow flare structure, and to predict its impact load area by comparing maximum dented deformations at center of idealized panel structure model of bow flare structure of 300k DWT VLCC using LS/DYNA3D code, which will be used for its verification of dynamic structural analysis, as the next step. Through this study, the impact load area was estimated as $1.5s{\times}1.5s$ stiffener space(s) in the case of panel with stiffeners and as $2.5s{\times}2.5s$, with stringers, under impact pressure curve with peak height 6.5MPa, tail height 1.0MPa, and duration time 5.0msec.

  • PDF

Dynamic Analysis of Long-span Arch Bridge by Fracturing Hangers (장대 아치교 행어 파단에 의한 동적 해석)

  • Yhim, Sung-Soon;Kong, Min-Sik;Yoo, Yi-Seul
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.14 no.2
    • /
    • pp.113-120
    • /
    • 2010
  • Recently, various evaluations concerning structural stability under construction step and completely constructed step have been executed during a Long-span Arch Bridge designing procedure. However, the breakage of cable-hangers of arched bridge in unexpected accident or periodic cable-replacement has not been considered. Therefore, the purpose of this study is that analyzing structural safety of arched bridge when the cable-hangers being fractured by that reasons. Dynamic analysis are performed by idealizing impact load to three types of impact functions as fracturing the cables. Consequently, when the hangers are fractured, the maximum tensile force by dynamic analysis is larger than those by static analysis. Therefore, the dynamic analysis is demanded to accurately obtain the responses for the structural stability with a realistic impact loading model in the breakage and replacement of cable hangers of long-span arched bride. Moreover, the analysis method and results in this study can be used to basic criteria in design.

Vibrational Characteristics of Buried Gas Pipelines under Train Moving Loads (열차 이동하중에 의한 지중 매설 가스 배관의 진동 특성)

  • Won, Jong-Hwa;Kim, Moon-Kyum;Sun, Jin-Sun;Kim, Mi-Seung;Dang, N.Hai
    • Journal of the Korean Institute of Gas
    • /
    • v.13 no.1
    • /
    • pp.1-8
    • /
    • 2009
  • Recently, the vibration of underground structure due to high speed railway loads has been increased substantially as compared with middle and slow speed. The buried gas pipelines under continuous impact forces and repeated loading are more influenced by the vibrational loads than another pipelines. However, the static analysis was not enough to allow for the effect of vibrations because it uses impact factors for the design or analysis process. In this study, characteristics of Pipelines was quantitatively estimated through each conditions of soil covers and train speed, and the new vibration prediction is presented about the vibrational velocity.

  • PDF

Vibration Characteristics of the Collecting Plates in Electrostatic Precipitator (정전집진기 집진판의 진동 특성)

  • 나종문;이기백;양장식
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
    • /
    • 1995.04a
    • /
    • pp.313-317
    • /
    • 1995
  • 최근 환경오염이 심각한 사회문제로 대두됨에 따라 환경오염원을 제거하기 위한 여러 가지의 집진장치가 개발되고 있는데 화력발전소에서는 건식정전집진장치(dry electrostatic precipitator)를 이용하고 있다. 건식정전집진장치는 햄머(hammer) 방식의 충격장치를 설치하여 집진극과 방전극에 충격을 가함으로써 충격력을 극대화시키고 높은 분진박리 효과를 꾀하고 있는데 환경오염원이 되고 있는 집진판의 분진의 분리율을 높이기 위해서는 집진판의 전체 영역에서 분진을 동일하게 떨어뜨릴 수 있는 충격장치가 설계되어야 하는데, 이를 위해서는 충격하중에 따른 집진판의 진동 형태를 정확하게 분석하여야 한다. 본 연구에서는 집진판의 충격하중에 따른 진동의 형태를 분석하기 위해 펄스 레이저를 이용한 2중 노출 홀로그래피 시스템을 구성하였다. 홀로그래픽 간섭계는 이미 오래 전에 개발된 레이저 응용 계측기법으로서 주로 정현적인 진동을 하는 진동체의 진동 현상을 연구하는 데에 많이 사용되어 왔는데 그 기술 개발은 상당한 수준에 있다. 그러나 종래의 기술들은 주로 헬륨-네온(He-Ne)레이저와 같은 연속 레이저(continuous wave laser)를 이용한 기술들인데 최근에는 루비(ruby) 레이저와 같은 펄스 레이저 (pulse laser)를 이용한 기술이 많이 응용되고 있다. 이 펄스 레이저 홀로그래픽 간섭계를 Gottenberg는 응력파에 의해서 발생된 변형을 측정하기 위해 사용하였고 Aprahamian등은 보(beam)와 평판의 굽힘파(bending wave)의 전파 특성 연구에 이용하였다. 그 실험적 결과는 수치적 해석 결과와 비교되어 매우 좋은 일치성을 보였는데 이러한 펄스 레이져 홀로그래픽 간섭계 기법의 주요 장점은 어떠한 특정한 순간에 관찰하고자 하는 시험편의 전체 영역의 파동 전파 형상을 관찰할 수 있다는 것이다. 따라서 본 연구에서는 펄스 레이저를 응용한 2중 노출 홀로그래피법(double exposure holography method)을 이용해서 집진판에 충격하중이 가해졌을 때 발생하는 진동이 발생과 전파 특성을 충격하중의 방향에 따라서 분석하였다.

  • PDF

A Study on the Design of Dolphin System for VLFS (부유식 해양구조물을 위한 돌핀 계류시스템의 설계 연구)

  • Cho Kyo-Nam
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.19 no.1 s.71
    • /
    • pp.105-111
    • /
    • 2006
  • Dolphin mooring system can be a good candidate for the VLFS fastening system in view point of strength and effectiveness. In the design process of the dolphin system, precise calculation of the wave forces and the subsequent selecting the proper number of the piles adopted are one of the main factors. In this paper, one of the design process of the dolphin system is investigated and a proper configuration of the system is derived based on the structural characteristics of the system that was obtained through the structural analysis of the basic pile element confronted to the external loadings including wave impact load. It was found that lot the better design of ihe mooring system for VLFS, mono pile mooring system is more recommendable in a specific condition than other multi piles mooring system.

Evaluation of Impact Factor in Composite Cable-Stayed Bridges under Reliability-based Live Load Model (신뢰도 기반 활하중모델에 의한 강합성 사장교의 충격계수 평가)

  • Park, Jae Bong;Park, Yong Myung;Kim, Dong Hyun;Lee, Jong Han
    • Journal of Korean Society of Steel Construction
    • /
    • v.25 no.4
    • /
    • pp.335-346
    • /
    • 2013
  • AASHTO LRFD and Korean Bridge Design Code (Limit State Design) specify to consider Truck and Lane load simultaneously determined from reliability-based live load model, and impact shall be applied to the truck load while it shall not be applied to the lane load. In this paper, vehicle-bridge interaction analysis under moving truck and lane loads were performed to estimate impact factor of the cables and girders for the selected multi-cable-stayed composite bridges with 230m, 400m and 540m main span. A 6-d.o.f. vehicle was used for truck load and a series of single-axle vehicles was applied to simulate equivalent lane load. The effect of damping ratio on the impact factor was estimated and then the essential parameters to impact factor, i.e., road surface roughness and vehicle speed were considered. The road surface roughness was randomly generated based on ISO 8608 and it was applied to the truck load only in the vehicle-bridge interaction analysis. The impact factors evaluated from dynamic interaction analysis were also compared with those by the influence line method that is currently used in design practice to estimate impact factor in cable-stayed bridge.

Development of Laminated Blade Based Shock Absorber Using Viscoelastic Adhesive Tape (점탄성 테이프를 적용한 적층형 블레이드 기반 충격저감장치)

  • Jae-Seop Choi;Yeon-Hyeok Park;Hyun-Ung Oh
    • Journal of Aerospace System Engineering
    • /
    • v.17 no.2
    • /
    • pp.86-93
    • /
    • 2023
  • Pyrotechnic separation devices have been widely used as holding and release mechanism for deployable appendage. However, pyro-shock can cause temporal or permanent damage on shock sensitive components such as electronics, mechanism, and brittle components. This study proposed a low-stiffness blade based passive shock absorber using a multi-layered stiffener laminated with viscoelastic acrylic tapes for reducing transmitted pyro-shock upon explosion of pyrotechnic separation devices. The multi-layered structure with viscoelastic tape has high-damping characteristics to effectively secure structural integrity of low-stiffness blades under the launch environment. The design effectiveness was verified through a shock test by dropping a pendulum. The structural integrity of the shock absorber under a launch environment was evaluated through structural analysis under load conditions with a deployable payload.

A Study on Durability Enhancement of Hopper of the Transplanter (정식기 호퍼 내구성 향상에 관한 연구)

  • Lee, Dongkeun;Kim, Young-Joo;Yang, Seung-Hwan;Lee, Sangdae;In, Hyunki
    • Proceedings of the Korean Society for Agricultural Machinery Conference
    • /
    • 2017.04a
    • /
    • pp.51-51
    • /
    • 2017
  • 정식기는 주로 노외에서 사용되므로 사용자에 따라 극심한 작업환경 하에 놓일 수 있다. 사용 중 정식기 호퍼에 토양이나 자갈, 돌 등에 의해 반복적인 하중이 가해지거나 순간적인 충격하중이 가해져 취약부가 파손될 가능성이 있으므로, 토양과 직접 맞닿는 삽날부의 경우 내구성을 고려한 설계/제작이 필수적이다. 본 연구에서는 보행형 반자동 정식기 개발에서 고추묘와 같은 초장이 긴 작물의 묘를 효과적으로 이식할 수 있도록 개선된 삽날에 대해 기존 삽날과 강도 및 강성을 비교하고, 그 결과가 삽날의 내구성에 미칠 영향에 대하여 고찰하였다. 실험에는 양날 개폐 방식의 기존 및 개선삽날 2종이 사용되었으며, 각각 3회씩 정적 강도를 평가하였다. 실제 정식기 사용시 하중이 가해지는 방향은 삽날에 수직한 방향의 압축하중으로 이를 모사하여 일정변위 속도로 삽날에 하중을 가하였으며, 시험 진행시 DAQ 시스템을 통해 실시간으로 하중 및 변위 데이터를 저장하여 시험 종료 후 해당 데이터를 이용하여 $P-{\delta}$ 선도를 도출하였다. 시험 결과 기존삽날의 평균 최대하중이 개선삽날에 비해 높은 것으로 나타났으며, 최대 하중이 나타나는 지점의 변위의 경우, 기존삽날이 개선삽날에 비해 짧게 나타났다. 정적 강도측면에서 개선삽날이 기존삽날에 비해 최대 강도가 낮은 것으로 판단할 수 있으나, 실제 호퍼의 내구성에 영향을 줄 수 있는 주요 인자는 반복적으로 가해지는 비교적 낮은 수준의 충격하중으로 볼 수 있다. 이러한 관점에서 볼 때 일정 수준 이상의 강도를 가지면서, 기존삽날에 비해 낮은 강성을 가지는 개선삽날이 변형을 통한 충격에너지 흡수로 오히려 삽날 조립체(호퍼)의 내구성 측면에서 유리할 수 있다. 따라서 향후에는 기존 및 개선삽날을 적용한 호퍼에 대해 피로시험을 수행하여 관련 내용을 실험적으로 검증하고자 한다.

  • PDF

Effect of Overlap Design on the Impact Characteristics of Piecewise Integrated Composite Plates (구간 조합 복합재료 판의 충격 특성에 미치는 겹침부 설계에 관한 연구)

  • Hui-Yun Hwang;Monem Moktadir;Asif Istiak
    • Composites Research
    • /
    • v.36 no.1
    • /
    • pp.25-31
    • /
    • 2023
  • Composite structures have been designed by stacking the laminae with different stacking angles to meet the required mechanical performance. Although the induced stresses on the composite structures under the external loads usually differ depending on the location, we determined the stacking sequence based on the maximum stress, which leads to low efficiency and generally is not the optimum design. Recently, piecewise integrated composites (PICs) were suggested for solving this inefficiency. PICs assume the perfect bonding between adjacent pieces, but this is ideal and hard to accomplish. Therefore, the overlap at the boundary is essential to prevent separation from each other. In this study, we investigated the effect of the overlap design on the impact failure mode of PIC plates. We fabricated the sample composite plates with different overlap designs using the fast curing carbon prepreg and conducted the impact tests according to ASTM D 7136. We found that PICs had different failure modes according to the overlap design, which lead the changes of absorbed impact energies as well as impact load curves.

ALE Finite Element Analysis of the WIG Craft under the Water Impact Loads (ALE 유한 요소법을 적용한 위그선의 착수하중 해석)

  • Lee, Bok-Won;Kim, Chun-Gon;Park, Mi-Young;Jeong, Han-Koo
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.35 no.12
    • /
    • pp.1082-1088
    • /
    • 2007
  • Demand for high speed sea transportation modes has been increased dramatically last few decades. The WIG(Wing-in-ground effect) is considered as next generation maritime transportation system. In the structural design of high speed marine vessels, an estimation of water impact loads is essential. The dynamic structural responses of the WIG excited by the water impact loads may bring an important contribution to their damage process. The work presented in this paper is focused on the numerical simulation of the water impact on the WIG craft when it lands. It is aimed to study the structural responses of the WIG craft subjected to the water impact loads. The Arbitrary Lagrangian-Eulerian (ALE) finite element method is used to simulate the water impact of the WIG craft during a landing phase. A full 3D shell element is used to model the WIG craft in carbon composites, and a developed FE model is used to investigate the effect of the water impact loads on the structural responses of the WIG craft. In the analysis, two different landing scenarios are considered and their effects on the structural responses are investigated.