• 제목/요약/키워드: Wind stress

검색결과 524건 처리시간 0.023초

라이다를 이용한 고층 건물의 변위 계측 기법에 관한 연구 (A Study on the Displacement Measuring Method of High-rise Buildingas using LiDAR)

  • 이홍민;박효선
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.151-158
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    • 2006
  • Structural health monitoring is concerned with the safety and serviceability of the users of structures, especially for the case of building structures and infrastructures. When considering the safety of a structure, the maximum stress in a member due to live load, earthquake, wind, or other unexpected loadings must be checked not to exceed the stress specified in a code. It will not fail at yield, excessively large displacements will deteriorate the serviceability of a structure. To guarantee the safety and serviceability of structures, the maximum displacement in a structures must be monitored because actual displacement is a direct assessment index on its stiffness. However, no practical method has been reported to monitor the displacement, especially for the case of displacement of high-rise buildings because of not to easy accessive. In this paper, it is studied displacement measuring method of high-rise buildings using LiDAR The method is evaluated by analyzing accuracy of measured displacements for existing building.

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해양 수직 파일(Vertical Pile)에 작용하는 환경 하중하의 응력 해석 기법 비교 (Comparison of stress analysis tools for ocean vertical pile under environmental loads)

  • 조철희;김병환;김두홍
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2001년도 봄 학술발표회 논문집
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    • pp.121-127
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    • 2001
  • To investigate the stability and integrity of offshore structures, it is necessary to estimates the significant ocean environmental loadings. They include hydrostatic pressure, wind, wave, current, tide, ice, earthquake, temperature, marine growth and scouring. Waves are of major importance among them because of the large forces acting on submerged parts of the structure caused by accompanying water motions. For the comparison of stress and deflection analysis tools, a vertical pile is applied under environmental loads. The analysis is concerned with SACS(Structural Analysis Computer System), ANSYS and C program. SACS and C program have nearly the same results but not ANSYS. This study shows the comparison of results obtained from 3 different approaches.

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A Novel Region Decision Method with Mesh Adaptive Direct Search Applied to Optimal FEA-Based Design of Interior PM Generator

  • Lee, Dongsu;Son, Byung Kwan;Kim, Jong-Wook;Jung, Sang-Yong
    • Journal of Electrical Engineering and Technology
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    • 제13권4호
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    • pp.1549-1557
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    • 2018
  • Optimizing the design of large-scale electric machines based on nonlinear finite element analysis (FEA) requires longer computation time than other applications of FEA, mainly due to the huge size of the machines. This paper addresses a new region decision method (RDM) with mesh adaptive direct search (MADS) for the optimal design of wind generators in order to reduce the computation time. The validity of the proposed algorithm is evaluated using Rastrigin and Goldstein-Price benchmark function. Moreover, the algorithm is employed for the optimal design of a 5.6MW interior permanent magnet synchronous generator to minimize the torque ripple. Additionally, mechanical stress analysis as well as electromagnetic field analysis have been implemented to prevent breakdown caused by large centrifugal forces of the modified design.

해상풍력발전기 설치선박의 스퍼드캔 구조강도 예측법 (Estimation of Structural Strength for Spudcan in the Wind Turbine Installation Vessel)

  • 박주신;이동훈;서정관
    • 해양환경안전학회지
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    • 제28권1호
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    • pp.141-152
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    • 2022
  • 친환경 에너지원 개발에 관한 관심이 증가하면서, 해상풍력발전기 시장은 매년 높은 증가율을 보이면서 성장하고 있다. 이와 맞물려 대용량 해상풍력발전기를 설치할 수 있는 설치선의 수요 또한 급증하고 있다. 풍력발전기 설치 선박(Wind Turbine Installation Vessel)은 설치 및 해체를 위하여 레그(Leg)와 스퍼드캔(Spudcan)을 해저면에 관입시켜서 고정하며, 이때 스퍼드캔 구조 강도 안전성에 대한 검토는 전체 시스템과 연관된 중요한 문제이다. 본 연구에서는 현재 선급에서 제시하고 있는 절차서를 분석하고, 실제 발생할 수 있는 하중 시나리오를 반영한 새로운 절차서를 제안하였으며, 유한요소해석을 통한 검증을 하였다. 기존 방식은 해저면의 기울기와 레그에 발생하는 휨모멘트 그리고 형상에 따른 영향을 검토하지 않기 때문에, 허용응력보다 작은 최대 응력 값을 보이지만, 신규 절차에 따른 결과는 대부분 구조보강이 발생하였다. 이러한 현상은 해상풍력발전기의 크기가 커지면 커질수록 차이가 크게 나타나며, 실제 관입(Pre-load) 조건을 고려하면 상당수의 부재에서 구조적 문제가 발생할 가능성이 있다. 따라서 본 연구에서는 더욱 실제적인 작업조건을 고려한 절차서를 제안하였고, 적용 시 문제점들에 대해서 구조해석을 통한 검증을 수행하였다.

필라멘트 와인딩 공법으로 제조된 복합재료 NOL Ring 시험편의 최적 인장강도의 평가법에 관한 연구 -풍력발전용 복합재료 터빈블레이드 제조 및 평가를 목적으로- (A Study on the Evaluation Method for optimal Tensile NOL Ring Composite Specimen Manufactured by Filament Winding Process-to manufacture and elvaluate the composite turbine blade of wind generator system-)

  • 배창원;권순철;임철문;엄수현;김윤해
    • Journal of Advanced Marine Engineering and Technology
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    • 제25권1호
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    • pp.87-94
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    • 2001
  • Filament winding process is a comparatively simple operation in which continuous reinforcements in the form of roving are wound over a rotating mandrel. And now it is well established as a versatile method for storage tanks and pipe for the chemical and other industries. In this study, tensile strength of a filament wound ring specimens were evaluated by split disk test fixture and dress disk test fixture. The results obtained from experiments were compared with the theoretical values obtained by the rule of mixture. And the purpose of this paper is to suggest an appropriate test method for the evaluation of tensile properties of filament wound structures. The tensile strength of a ring specimens tested by the dress disk test showed better agreement with the theoretical values than of a ring specimen tested by the split disk test because the stress concentration in edges of s split disk test fixture is more severe than the that of dress disk test fixture. The results showed that the tensile strength of a ring specimen was influenced by the geometry of test fixture, the continuity of fibers, fiber-tension, fiber-end and stress concentration in specimen.

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건축용 유리섬유 막재의 반복하중 시험 (Cyling Load Test of Architectural Glass Fiber Membrane)

  • 박강근;윤성기;이장복;전우홍
    • 한국공간구조학회:학술대회논문집
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    • 한국공간구조학회 2008년도 춘계 학술발표회 논문집
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    • pp.31-36
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    • 2008
  • 건축용 막재는 자유로운 형태와 가벼움 때문에 전 세계적으로 대공간 구조물에 많이 사용되어 왔다. 건축용 막재가 바람이나 눈하중에 의해서 하중 조건하에서 구조적 문제를 발생하여 막재가 파손되는 경우가 발생하였다. 본 논문에서는 유리섬유 막재는 대한 1축인장시험 및 반복하중 시험을 수행하여 응력 변형도 곡선을 분석하고자 한다. 반복하중 시험에서 얻은 응력 변형도 곡선에서 유리섬유 막재는 반복하중이 작용할 시에 인장강도 이하에서 파단한다는 것을 알 수 있고, 폴리에스터 막재는 반복하중에 의해서 변위가 점차적으로 증가한다는 것을 보여주었다.

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Effects of geometric shape of LWSCR (lazy-wave steel catenary riser) on its global performance and structural behavior

  • Kim, Seungjun;Kim, Moo-Hyun
    • Ocean Systems Engineering
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    • 제8권3호
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    • pp.247-279
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    • 2018
  • This study aims to investigate the behavioral characteristics of the LWSCR (lazy-wave steel catenary riser) for a turret-moored FPSO (Floating Production Storage Offloading) by using fully-coupled hull-mooring-riser dynamic simulation program in time domain. In particular, the effects of initial geometric profile on the global performance and structural behavior are investigated in depth to have an insight for optimal design. In this regard, a systematic parametric study with varying the initial curvature of sag and arch bend and initial position of touch down point (TDP) is conducted for 100-yr wind-wave-current (WWC) hurricane condition. The FPSO motions, riser dynamics, constituent structural stress results, accumulated fatigue damage of the LWSCR are presented and analyzed to draw a general trend of the relationship between the LWSCR geometric parameters and the resulting dynamic/structural performance. According to this study, the initial curvature of the sag and arch bend plays an important role in absorbing transferred platform motions, while the position of TDP mainly affects the change of static-stress level.

Micro-cracks에 의한 PV 모듈의 전기적 특성 분석 (The analysis of electrical characteristics with Micro-crack in PV module)

  • 송영훈;지양근;;강기환;유권종;안형근;한득영
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2011년도 춘계학술발표대회 논문집
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    • pp.25-30
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    • 2011
  • In this paper, we analyzed the electrical characteristics with Micro-cracks in Photovoltaic module. Micro cracks are increasing the breakage risk over the whole value chine from the wafer to the finished module, because the wafer or cell is exposed to mechanical stress. And The solar cells have to with stand the stress under out door operation in the finished module. Here the mechanical stress is induced by temperature changes and mechanical loads from wind and snow. So, we experimentally analyze the direct impact of micro-cracks on the module power and the consequences after artificial aging. The first step, we made micro-cracks in PV module by mechanical load test according to IEC 61215. Next, PV modules applied the thermal cycling test, because micro-cracks accelerated aging by thermal cycling test, according to IEC61215. Before every test, we checked output and EL image of PV module. As the result of first step, we detected little power loss(0.9%). But after thermal cycling test increased power loss about 3.2%.

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Advanced Structural Silicone Glazing

  • Kimberlain, Jon;Carbary, Larry;Clift, Charles D.;Hutley, Peter
    • 국제초고층학회논문집
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    • 제2권4호
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    • pp.345-354
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    • 2013
  • This paper presents an advanced engineering technique using finite element analysis to improve structural silicone glazing (SSG) design in high-performance curtain wall systems for building facade. High wind pressures often result in bulky SSG aluminum extrusion profile dimensions. Architectural desire for aesthetically slender curtain wall sight-lines and reduction in aluminum usage led to optimization of structural silicone bite geometry for improved stress distribution through use of finite element analysis of the hyperelastic silicone models. This advanced design technique compared to traditional SSG design highlights differences in stress distribution contours in the silicone sealant. Simplified structural engineering per the traditional SSG design method lacks accurate forecasting of material and stress optimization, as shown in the advanced analysis and design. Full scale physical specimens were tested to verify design capacity in addition to correlate physical test results with the theoretical simulation to provide confidence of the model. This design technique will introduce significant engineering advancement to the curtain wall industry and building facade.

Stability/instability of the graphene reinforced nano-sized shell employing modified couple stress model

  • Yao, Zhigang;Xie, Hui;Wang, Yulei
    • Wind and Structures
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    • 제32권1호
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    • pp.31-46
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    • 2021
  • The current research deals with, stability/instability and cylindrical composite nano-scaled shell's resonance frequency filled by graphene nanoplatelets (GPLs) under various thermal conditions (linear and nonlinear thermal loadings). The piece-wise GPL-reinforced composites' material properties change through the orientation of cylindrical nano-sized shell's thickness as the temperature changes. Moreover, in order to model all layers' efficient material properties, nanomechanical model of Halpin-Tsai has been applied. A functionally modified couple stress model (FMCS) has been employed to simulate GPLRC nano-sized shell's size dependency. It is firstly investigated that reaching the relative frequency's percentage to 30% would lead to thermal buckling. The current study's originality is in considering the multifarious influences of GPLRC and thermal loading along with FMCS on GPLRC nano-scaled shell's resonance frequencies, relative frequency, dynamic deflection, and thermal buckling. Furthermore, Hamilton's principle is applied to achieve boundary conditions (BCs) and governing motion equations, while the mentioned equations are solved using an analytical approach. The outcomes reveal that a range of distributions in temperature and other mechanical and configurational characteristics have an essential contribution in GPLRC cylindrical nano-scaled shell's relative frequency change, resonance frequency, stability/instability, and dynamic deflection. The current study's outcomes are practical assumptions for materials science designing, nano-mechanical, and micromechanical systems such as micro-sized sensors and actuators.