• 제목/요약/키워드: Impact strain analysis

검색결과 312건 처리시간 0.044초

해상풍력 삼각지주형 하부구조물의 충격손상방지용 고무펜더의 두께결정 방법 (Method for Determining Thickness of Rubber Fenders of a Tripod Type Offshore Wind Turbine Substructure)

  • 이강수
    • Journal of Advanced Marine Engineering and Technology
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    • 제36권4호
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    • pp.490-496
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    • 2012
  • 본 연구의 목적은 바지선에 의해 발생하는 해상풍력발전기의 충격손상을 최소화 시키기 위한 것이다. 충격해석은 상용유한요소해석 프로그램인 ANSYS LS-Dyna를 통하여 분석하였다. 바지선속을 변화시켜 다양한 상태의 하중케이스를 고려하였고 충격방지고무의 비선형성을 고려한 시간이력해석을 수행하였으며 변형률 에너지, 전체 변형량, 플라스틱 변형률, 내부충격에너지, 영구손상된 변형량 등을 검토하였다. 충격속도에 변화에 따른 영구변형을 확인한 후 자연고무, 복합고무, 네오프렌 등의 고무시험 물성치로부터 구한 Mooney-Rivlin 상수를 적용하여 적절한 충격방지고무의 두께를 제안하였다. 본 연구를 통하여 구조물의 두께와 충격방지고무의 두께비에 대한 경향을 파악할 수 있으며 구조물의 설계에 적용할 수 있다.

Investigation of mechanical surface treatment effect on the properties of titanium thin film

  • Ehsan Bazzaz;Abolfazl Darvizeh;Majid Alitavoli;Mehdi Yarmohammad Tooski
    • Advances in nano research
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    • 제17권1호
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    • pp.33-49
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    • 2024
  • Using the mechanical treatments for mechanical properties improvement was rarely in the development scope before. This research approves through analytical ways that surface impacts can improve the quality of the surface significantly. This fact is approved for deposited titanium on silicone substrate. The new algorithm called minimum resultant error method (MREM) which is a direct combination of nanoindentation, FEM and dimensional analysis through a reverse method is utilized to extract the mechanical characteristics of the coating surface before and after impact. This method is extended to the time dependent behavior of the material to obtain strain rate coefficient. To implement this new approach, a new analysis technic is developed to define the residual stress field caused by surface impact as initial condition for nanoindentation. Analyzing the model in micro and macro scale at the same time was one of the main resolved challenges in this study. The result was obtaining of the constants of Johnson-Cook constitutive equation. Comparing the characteristics of the coating surface before and after impact shows high improvement in yield stress (34%), Elastic modulus (7.75%) and strain hardening coefficient (2.8%). The main achievement is that the strength improvement in titanium thin layer is much higher than bulk titanium. The yield strength shows 41.7% improvement for coated titanium comparing with 24% for bulk material. The rate of enhancement is about 6 times when it comes to the Young's modulus.

솔리드 요소를 이용한 복합재 샌드위치의 저속충격 해석 (ANALYSIS OF LOW-VELOCITY IMPACT ON COMPOSITE SANDWICH USING A SOLID ELEMENT)

  • 박정;박훈철;윤광준;구남서
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2001년도 추계학술발표대회 논문집
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    • pp.170-173
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    • 2001
  • Low-velocity impact on composite sandwich panel has been investigated. For the study, a finite element program is coded using 18-node assumed strain solid element and Newmark-beta method. Contact force is calculated from a proposed modified contact low. The finite element code is verified by solving typical example. The calculated impact behavior agreed well with experimental result.

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천수에서의 슬래밍 현상에 대한 실험적 연구 (An Experimental Study on Shallow Water Effect in Slamming)

  • 강효동;오승훈;권순홍
    • 한국해양공학회지
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    • 제23권1호
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    • pp.60-66
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    • 2009
  • This study presents an experimental investigation of the shallow water impact of a box type structure. The analysis was done based on the video images captured by a high speed camera, the flow field obtained by PIV (Particle Image Velocimetry), and pressure measurements in the divided region. The video images showed quite good agreement with the description given by Korobkin. The PIV measurements of the velocity field provided a clear view of the flow pattern for all three stages. The pressure was measured at the bottom of the tank with strain gauge type pressure gauges. The pressure measurements showed the characteristics of divided regions.

Investigation on low velocity impact on a foam core composite sandwich panel

  • Xie, Zonghong;Yan, Qun;Li, Xiang
    • Steel and Composite Structures
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    • 제17권2호
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    • pp.159-172
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    • 2014
  • A finite element model with the consideration of damage initiation and evolution has been developed for the analysis of the dynamic response of a composite sandwich panel subject to low velocity impact. Typical damage modes including fiber breakage, matrix crushing and cracking, delamination and core crushing are considered in this model. Strain-based Hashin failure criteria with stiffness degradation mechanism are used in predicting the initiation and evolution of intra-laminar damage modes by self-developed VUMAT subroutine. Zero-thickness cohesive elements are adopted along the interface regions between the facesheets and the foam core to simulate the initiation and propagation of delamination. A crushable foam core model with volumetric hardening rule is used to simulate the mechanical behavior of foam core material at the plastic state. The time history curves of contact force and the core collapse area are obtained. They all show a good correlation with the experimental data.

사용후연료 운반용기의 격납 성능에 미치는 항공기 엔진 충돌위치의 영향 고찰 (Investigation on Effect of Aircraft Engine Crash Location on Containment Performance of a Spent Nuclear Fuel Transport Cask)

  • 김종성;김창종
    • 한국압력기기공학회 논문집
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    • 제19권2호
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    • pp.69-74
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    • 2023
  • The paper presents the results investigating the effect of aircraft engine impact location on the intended function evaluation results of spent nuclear fuel transport cask. As a result of the investigation, it is found that the structural integrity is maintained as the maximum accumulated equivalent plastic strain is below the acceptable criterion regardless of the collision location. It is identified that when the aircraft engine collided with the upper part of the transport cask without considering impact limiter the containment performance is weakened compared to when the aircraft engine collided with the central part.

교량 내하력 평가를 위한 정적재하시험 및 동적재하시험 특성 (Characteristics of Static Loading and Dynamic Loading Tests for Bridge Capability)

  • 이상훈
    • 한국재난정보학회 논문집
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    • 제16권4호
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    • pp.638-649
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    • 2020
  • 연구목적: 본 연구에서는 공용년수 20년이 경과된 콘크리트 단순 슬래브교를 대상으로 하여 대상교량 구조물의 내하성능을 평가하는 것을 목적으로 하였다. 연구방법: 정적재하시험 및 동적재해시험을 수행함으로써 변위, 변형율, 충격계수, 고유진동수 값을 실측하였으며, 해석방법을 통해 평가하였다. 연구결과: 본 연구를 통해 나타난 주요 결과는 다음과 같다. 첫째, S1 최대 변위 및 최대 변형률은 각각 2.917 mm, 44.720 𝜇ε(인장), -13.760 𝜇ε(압축)로 평가되었으며, S2 최대 변위 및 최대 변형률은 각각 2.100 mm, 4.870 𝜇ε(인장)로 나타났다. 둘째, 최대 실측충격계수는 S1 A-A단면에서 0.242로 나타났으며, 최대 실측충격계수는 S2 C-C단면에서 0.198로 나타났다. 셋째, 고유진동수를 해석결과, 6.086Hz로 평가되었고, 측정결과 6.152Hz-6.738Hz의 범위로 나타났다. 결론: 시험대상 교량은 설계하중에 대하여 양호한 거동 및 특성을 보이는 것으로 평가할 수 있다.

변형률 속도 효과를 고려한 355 nm UV 레이저 구리재질의 싱글 펄스 전산해석 (Computational Analysis of 355 nm UV Laser Single-Pulsed Machining of Copper Material Considering the Strain Rate Effect)

  • 이정한;오재용;박상후;신보성
    • 한국기계가공학회지
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    • 제9권3호
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    • pp.56-61
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    • 2010
  • Recently, UV pulse laser is widely used in micro machining of the research, development and industry field of IT, NT and BT products because the laser short wavelength provides not only micro drilling, micro cutting and micro grooving which has a very fine line width, but also high absorption coefficient which allows a lot of type of materials to be machined more easily. To analyze the dynamic deformation during a very short processing time, which is nearly about several tens nanoseconds, the commercial Finite Element Analysis (FEA) code, LS-DYNA 3D, was employed for the computitional simulation of the UV laser micro machining behavior for thin copper material in this paper. A finite element model considering high strain rate effect is especially suggested to investigate the micro phenomena which are only dominated by mechanically pressure impact in disregard of thermally heat transfer. From these computational results, some of dynamic deformation behaviors such as dent deformation shapes, strains and stresses distributions were observed and compared with previous experimental works. These will help us to understand micro interaction between UV laser beam and material.

Indirect displacement monitoring of high-speed railway box girders consider bending and torsion coupling effects

  • Wang, Xin;Li, Zhonglong;Zhuo, Yi;Di, Hao;Wei, Jianfeng;Li, Yuchen;Li, Shunlong
    • Smart Structures and Systems
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    • 제28권6호
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    • pp.827-838
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    • 2021
  • The dynamic displacement is considered to be an important indicator of structural safety, and becomes an indispensable part of Structural Health Monitoring (SHM) system for high-speed railway bridges. This paper proposes an indirect strain based dynamic displacement reconstruction methodology for high-speed railway box girders. For the typical box girders under eccentric train load, the plane section assumption and elementary beam theory is no longer applicable due to the bend-torsion coupling effects. The monitored strain was decoupled into bend and torsion induced strain, pre-trained multi-output support vector regression (M-SVR) model was employed for such decoupling process considering the sensor layout cost and reconstruction accuracy. The decoupled strained based displacement could be reconstructed respectively using box girder plate element analysis and mode superposition principle. For the transformation modal matrix has a significant impact on the reconstructed displacement accuracy, the modal order would be optimized using particle swarm algorithm (PSO), aiming to minimize the ill conditioned degree of transformation modal matrix and the displacement reconstruction error. Numerical simulation and dynamic load testing results show that the reconstructed displacement was in good agreement with the simulated or measured results, which verifies the validity and accuracy of the algorithm proposed in this paper.

재하차량 속도에 따른 PSC-I 거더 교량의 거동분석 (Response Analysis of PSC-I Girder Bridges for Vehicle's Velocity)

  • 박문호;김기욱
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권3호
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    • pp.127-134
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    • 2008
  • 교량의 거동은 교량의 지간 및 노면조도, 주행차량의 중량, 주행속도등 여러 요인들에 의해 달라지므로 교량의 동적거동을 정확히 예측하여 반영하기는 매우 어렵다. 우리나라 표준 시방 기준은 이러한 동적효과를 충격계수로 정의하고, 활하중에 충격계수를 곱하여 설계하중을 증가시키는 방법으로 동적효과를 고려하고 있다. 그러나 각 나라별로 충격계수를 적용하는 방법이 다르고, 아직까지도 명확하게 규명하지 못하고 있다. 그러므로 본 연구에서는 현재 사용 중인 PSC-I 거더교에 대하여 주행차량에 의한 동적 특성을 규명하기 위하여 동적재하, 정적재하, 의사정적재하시험을 이용하였다. 현장 재하시험에서 얻어진 결과를 통해 재하 속도에 따른 변위와 Strain관계를 찾을 수 있었으며, 이를 바탕으로 현재 논란이 있는 국내의 충격계수에 관한 경험식에 대하여 보다 합리적이고 실제적인 거동이 포함되도록 일조하는데 본 연구의 목적이 있다.