• 제목/요약/키워드: Dynamic Stress Field

검색결과 205건 처리시간 0.025초

대구 지하철 구간내 선형 변동에 따른 소음 및 진동 저감 방안 연구 (The optimal control methods to reduce the environmental hazards surrounding the YoungNam Uni. Rotary of City Taegu constructing Subway Line No.1)

  • 지왕률;최재진;강상수;강대우
    • 터널과지하공간
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    • 제7권2호
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    • pp.116-129
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    • 1997
  • The objective of this study is to predict the minimization effect of the noise and vibration during the construction and the train operation regarding to the design modification of the Taegu Subway Line No. 1. It was suggested optimal control blasting methods to reduce the causing vibration Nuance to the resident in City Taegu and also proposed the better governing method to decrease the environmental hazard to the near buildings and residents during the train operation. When the high-density gaseous reaction of explosion products exerts a high pressure in motion outward, a dynamic stress field will be created in the surrounding buildings. Therefore, in the region close to the charge, permanent damage begins to occur at a great critical level of partial velocity, that is difficult from different structure as working conditions. It is reliable to predict that the damages could be reduced if we know the peak velocity and the exact reasons through the conducting of detail studies of structural analysis of the related buildings with the optimal blasting designs. A blasting technique should be deemed to take advantage of the reduction of damage of the surrounding rocks and structures to improve the in-city blasting. This is a typical in-city blasting operation where success depends on closely controlling the ground vibrations in case of better designed blasting methods. There are techniques that can be applied to prevent large vibrations from damaging the important buildings through the Route Modification of the Taegu Subway Line No. 1.

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A new quasi-3D HSDT for buckling and vibration of FG plate

  • Sekkal, Mohamed;Fahsi, Bouazza;Tounsi, Abdelouahed;Mahmoud, S.R.
    • Structural Engineering and Mechanics
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    • 제64권6권
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    • pp.737-749
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    • 2017
  • A new quasi-3D higher shear deformation theory (quasi-3D HSDT) for functionally graded plates is proposed in this article. The theory considers both shear deformation and thickness-stretching influences by a hyperbolic distribution of all displacements within the thickness, and respects the stress-free boundary conditions on the upper and lower surfaces of the plate without using any shear correction factor. The highlight of the proposed theory is that it uses undetermined integral terms in displacement field and involves a smaller number of variables and governing equations than the conventional quasi-3D theories, but its solutions compare well with 3D and quasi-3D solutions. Equations of motion are obtained from the Hamilton principle. Analytical solutions for buckling and dynamic problems are deduced for simply supported plates. Numerical results are presented to prove the accuracy of the proposed theory.

Triple isotope-[13C, 15N, 2H] labeling and NMR measurements of the inactive, reduced monomer form of Escherichia coli Hsp33

  • Lee, Yoo-Sup;Ko, Hyun-Suk;Ryu, Kyoung-Seok;Jeon, Young-Ho;Won, Hyung-Sik
    • 한국자기공명학회논문지
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    • 제14권2호
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    • pp.117-126
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    • 2010
  • Hsp33 is a molecular chaperone achieving a holdase activity upon response to a dual stress by heat and oxidation. Despite several crystal structures available, the activation process is not clearly understood, because the structure inactive Hsp33 as its reduced, zinc-bound, monomeric form has not been solved yet. Thus, we initiated structural investigation of the reduced Hsp33 monomer by NMR. In this study, to overcome the high molecular weight (33 kDa), the protein was triply isotope-[$^{13}C$, $^{15}N$, $^2H$]-labeled and its inactive, monomeric state was ensured. 2D-[$^1H$, $^{15}N$]-TROSY and a series of triple resonance spectra could be successfully obtained on a high-field (900 MHz) NMR machine with a cryoprobe. However, under all of the different conditions tested, the number of resonances observed was significantly less than that expected from the amino acid sequence. Thus, a possible contribution of dynamic conformational exchange leading to a line broadening is suggested that might be important for activation process of Hsp33.

AZ31 판재의 부풀림 성형 특성 (Blow forming characteristics of AZ31 sheet)

  • 권용남;이영선;이정환
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2006년도 제5회 박판성형 SYMPOSIUM
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    • pp.99-102
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    • 2006
  • In the present study, the blow forming characteristics of AZ31 sheet was investigated to test the feasibility of the practical application of wrought Mg alloys. Mg alloys have drawn a huge attention in the field of transportation and consumer electronics industries since it is the lightest alloy which could be industrially applicable. Most Mg alloy components have been fabricated by casting method. However, there have been a lot of research activities on the wrought alloys and their plastic forming process recently. Shallow cups for the small electronics cases have been stamped with warm die system. However, some technical issues will challenge Mg forming when large parts are considered with warm die system over $200^{\circ}C$. Most of all, thermal expansion of die system will deteriorate a die accuracy. On the other hand, blow forming does not have a problem with inaccuracy with die system. In this study, tensile tests were followed by blow forming at various temperature and pressure. AZ31 sheet showed a superplastic deformation behavior with extensive grain boundary sliding at the temperature above $300^{\circ}C$. However, the deformation behavior was likely to differ depending on stress condition.

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Pushover 해석을 이용한 5MW급 해상풍력터빈의 지진취약도 (Seismic Fragility for 5MW Offshore Wind Turbine using Pushover Analysis)

  • 이상근;김동현;윤길림
    • 한국해양공학회지
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    • 제27권4호
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    • pp.98-106
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    • 2013
  • Seismic fragility curves for an offshore wind-turbine structure were obtained. The dynamic response of an offshore wind turbine was analyzed by considering the nonlinear behavior of layered soil and the added mass effect due to seawater. A pile-soil interaction effect was considered by using nonlinear p-y, t-z curves. In the analysis, the amplification effect of ground acceleration through layered soil was considered by applying ground motion to each of the soil layers. The vertical variation in ground motion was found by one-dimensional free-field analysis of ground soils. Fragility curves were determined by damage levels in terms of tower stress and nacelle displacements that were found from static pushover analysis of the wind-turbine structure.

On the modeling of dynamic behavior of composite plates using a simple nth-HSDT

  • Djedid, I. Klouche;Draiche, Kada;Guenaneche, B.;Bousahla, Abdelmoumen Anis;Tounsi, Abdelouahed;Bedia, E.A. Adda
    • Wind and Structures
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    • 제29권6호
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    • pp.371-387
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    • 2019
  • In the present paper, a simple refined nth-higher-order shear deformation theory is applied for the free vibration analysis of laminated composite plates. The proposed displacement field is based on a novel kinematic in which include the undetermined integral terms and contains only four unknowns, as against five or more in case of other higher-order theories. The present theory accounts for adequate distribution of the transverse shear strains through the plate thickness and satisfies the shear stress-free boundary conditions on the top and bottom surfaces of the plate, therefore, it does not require problem dependent shear correction factor. The governing equations of motion are derived from Hamilton's principle and solved via Navier-type to obtain closed form solutions. The numerical results of non-dimensional natural frequencies obtained by using the present theory are presented and compared with those of other theories available in the literature to verify the validity of present solutions. It can be concluded that the present refined theory is accurate and efficient in predicting the natural frequencies of isotropic, orthotropic and laminated composite plates.

아스팔트층 온도 비선형성을 고려한 사용자 편의환경의 다층탄성 프로그램 개발 (Development of Multi Layered Elastic Pavement Analysis Program Package Considering Temperature Nonlinearty of Asphalt Layer on GUI Environment)

  • 최준성;서주원;박근보;김수일
    • 한국도로학회논문집
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    • 제10권4호
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    • pp.91-101
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    • 2008
  • 본 연구에서는 기본설계용 다층탄성이론을 이용한 역학적 거동해석 프로그램을 개발하였고, 현장에서 간편하게 사용될 수 있도록 Visual Basic 프로그래밍을 사용한 사용자 편의의 전 후 처리기법을 도입하여 본 연구에서 개발된 다층탄성해석 프로그램을 패키지화하였다. 패키지화한 상용프로그램에 아스팔트층의 깊이별 온도변화에 따른 영향과 보조기층, 노상과 같은 비구속층에서의 응력비선형성을 고려하여 아스팔트 포장구조해석모형을 개발하였다. 또한 개발된 해석과정을 이용하여 시험도로 실제 초기 현장계측자료의 현장검증을 실시하였다.

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ONAN 모드 4250kVA 변압기의 구조 건전성과 냉각 성능의 평가 (Evaluation of Structural Integrity and Cooling Performance of 4250 kVA Power Transformer with ONAN Mode)

  • ;김성익;조종래
    • 한국기계가공학회지
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    • 제20권7호
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    • pp.48-57
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    • 2021
  • The main research content of this paper is to evaluate the structural integrity and the cooling performance of 4250 kVA power transformer with ONAN(Oil Natural and Air Natural) mode. The dynamic analysis is used to verify the structural safety of the transformer by seismic loading. The transformer structure is simplified and NX software is used to build a three-dimensional model, and ANSYS commercial software is used to calculate the stress and deformation by applying corresponding load. The analysis result was evaluated whether it satisfies the design requirements according to the IEEE Std 693 standard. In terms of thermal analysis to evaluate the cooling performance, the thermal physical model is used to calculate the heat exchange between the radiator and the tank in the steady state, and the result is input into the Fluent software to calculate the internal temperature field of the transformer tank, which reduces the calculation cost of thermal fluid. Comparing the simulated hot spot temperature and top oil temperature of the transformer with the calculation results of the IEC60076 classic model, it is found that the error is only 1.9%.

Study on wind-induced vibration response of Jiayuguan wooden building

  • Teng Y. Xue;Hong B. Liu;Ting Zhou;Xin C. Chen;Xiang Zhang;Zhi P. Zou
    • Wind and Structures
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    • 제37권3호
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    • pp.245-254
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    • 2023
  • In this paper, the wind-induced response of Jiayuguan wooden building (world cultural heritage) in Northwest China was studied. ANSYS finite element software was used to establish four kinds of building models under different working conditions and carry out modal analysis. The simulation results were compared with the field dynamic test results, obtaining the model which reflects the real vibration characteristics of the wooden tower. Time history data of fluctuating wind speed was obtained by MATLAB programming. Time domain method and ANSYS were used to analyze the wind-induced vibration response time history of Jiayuguan wooden building, obtaining the displacement time history curve of the structure. It was suggested that the wind-induced vibration coefficient of Jiayuguan wooden building is 1.76. Through analysis of the performance of the building under equivalent static wind load, the maximum displacement occurs in the three-story wall, gold column and the whole roof area, and the maximum displacement of the building is 5.39 cm. The ratio of the maximum stress value to the allowable value of wood tensile strength is 45 %. The research results can provide reference for the wind resistant design and protection of ancient buildings with similar structure to Jiayuguan wooden tower.

혼합 유한요소를 이용한 축대칭 쉘의 정.동적해석 (Static and Vibration Analysis of Axisymmetric Shells Using Mixed Finite Element)

  • 김진곤;노병국
    • 한국전산구조공학회논문집
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    • 제16권2호
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    • pp.165-172
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    • 2003
  • 본 연구에서는 축대칭 쉘구조물의 정동적해석을 효과적으로 수행할 수 있는 새로운 유한요소를 제안하였다. 본 유한요소는 축대칭 쉘의 전단변형률을 고려하였으며, 쉘의 경계에서 기술할 수 있는 변수들만으로 표현되는 효율적인 형태의 수정된 혼합 변분이론에 바탕하여 유한요소정식화를 수행하였다. 또한, 변위장에 대해 무절점 자유도를 추가적으로 도입하여 요소의 수치적 성능을 크게 향상시켰다 계산의 효율성을 위해, 요소정식화의 최종단계에서 정치조건으로부터 응력매개변수들을 제거하고, 동적축약을 통하여 무절점 자유도 성분들 또한 최종적인 유한요소방정식에서 제거되어짐으로써, 일반적인 변위기저 요소와 같은 크기의 유한요소방정식을 얻을 수 있다. 몇 가지 수치예제들에 대한 해석을 통하여, 무절점 자유도와 변위장에 일치하는 적절한 응력매개변수를 가지는 제안된 혼합 축대칭 쉘요소가 정동적해석에서 대단히 정확하고 효율적임을 확인할 수 있었다