• 제목/요약/키워드: equivalent cross section area

검색결과 15건 처리시간 0.022초

Effects of floating wave barriers on wave-induced forces exerted to offshore-jacket structure

  • Osgouei, Arash Dalili;Poursorkhabi, Ramin Vafaei;Hosseini, Hamed;Qader, Diyar N.;Maleki, Ahmad;Ahmadi, Hamid
    • Structural Engineering and Mechanics
    • /
    • 제83권1호
    • /
    • pp.53-66
    • /
    • 2022
  • The main objective of the present research was investigating the effects of a floating wave barrier installed in front of an offshore jacket structure on the wave height, base shear, and overturning moment. A jacket model with the height of 4.55 m was fabricated and tested in the 402 m-long wave flume of NIMALA marine laboratory. The jacket was tested at the water depth of 4 m subjected to the random waves with a JONSWAP energy spectrum. Three input wave heights were chosen for the tests: 20 cm, 23 cm, and 28 cm. Two different cross sections with the same area were selected for the wave barrier: square and rhombus. Results showed that the average decrease in the jacket's base shear due to the presence of a floating wave barrier with square and rhombus cross section was 24.67% and 34.29%, respectively. The use of wave barriers with square and rhombus cross sections also resulted in 19.78% and 33.11% decrease in the jacket's overturning moment, respectively. Hence, it can be concluded that a floating wave barrier can significantly reduce the base shear and overturning moment in an offshore jacket structure; and a rhombus cross section is more effective than an equivalent square section.

타원형상 디프 드로잉 제품의 공정설계 (A Process Design for Dlliptically Shaped Deep Drawing Products)

  • 배원락
    • 한국소성가공학회:학술대회논문집
    • /
    • 한국소성가공학회 1999년도 추계학술대회논문집
    • /
    • pp.26-29
    • /
    • 1999
  • Process design for elliptically shaped deep drawing products is various according to size shape and specification of products. This study presents two approaches to design the preform that is a key process for elliptically shaped products, One of these is that cross-section of punch is circular. Another is that for the improvement of characteristics for final products the cross-section of the punch is similar to rectangular shape. After forming the preform process design of top-part drawing is the same. In the study blank shape and dimension are obtained by applying a numerical formula and surface area constancy.

  • PDF

비대칭 사다리꼴 단면 선재의 다단 인발 공정설계 (Process Design of Multi-Pass Shape Drawing of Wire with Asymmetric Trapezoid Profiles)

  • 지세인;이경훈;홍리석;정진영;김종성;김병민
    • 소성∙가공
    • /
    • 제24권3호
    • /
    • pp.187-193
    • /
    • 2015
  • The objective of the current study is to determine cross-sectional profile of intermediate dies in order to improve the plastic strain homogeneity which directly affects not only the dimensional accuracy but also the mechanical properties of final product by redesigning the intermediate dies using the conventional electric field analysis (EFA) method. Initially, the multi-pass shape wire drawing was designed by using the equivalent potential lines from EFA. The area reduction ratio was calculated from the number of passes in multi-pass shape wire drawing but constrained by the capacity of the drawing machine and the drawing force. In order to compensate for a concentration of strain in a region of the cross section of the wire, the process for multi pass wire drawing from initial round material to an intermediate die was redesigned again using the electric field analysis. Both drawing process designs were simulated by the finite element method in which the strain distribution and standard deviation plastic strain of the cross section of drawn wires were examined.

이차원 수치해석에 의한 강지보 성능을 고려한 숏크리트 라이닝의 부재력 평가 방법 (Evaluation methods of shotcrete lining stresses considering steel rib capacities by two-dimensional numerical analysis)

  • 하태욱;김대영;신영완;양형식
    • 한국터널지하공간학회 논문집
    • /
    • 제10권3호
    • /
    • pp.269-282
    • /
    • 2008
  • 일반적으로 터널설계와 관련된 수치해석에서 강지보의 효과가 고려되지 않고 있다. 최근 연약한 지반에 위치하는 얕은 터널 건설의 증가에 따라 터널의 안정성 해석에 강지보가 굴착으로 재 분포된 하중의 일부를 부담한다는 개념 하에 숏크리트와 함께 강지보의 효과를 적용한 사례가 늘고 있다. 이와 같은 해석에서 강지보는 여러 방법으로 고려될 수 있다. 본 논문에서는 숏크리트와 강지보의 발생응력을 알아보기 위하여 FLAC 2D를 이용하여 (1) 강지보를 고려하지 않는 일반적인 방법, (2) 숏크리트의 모멘트를 고려하지 않는 등가합성단면법, (3) 숏크리트와 강지보의 압축력과 휨모멘트를 모두 고려하는 등가합성단면법, 그리고 (4) 각각의 빔 요소로서 모델링하는 방법을 포함하는 4가지 방법에 대해 수치해석을 실시하였다. 그 결과, 강지보의 지보효과를 고려한 경우가 그렇지 않은 방법에 비해 현실적이며 경제적인 설계에 접근할 수 있는 것으로 나타났다. 강지보를 고려하는 3가지 해석방법은 지반 조건에 따라 조금씩 다른 경향을 나타내므로 설계조건 및 상황에 맞는 적절한 사용이 필요하다.

  • PDF

Meso-scale model for calculating the stiffness of filament wound composites considering fiber undulations

  • Shen, Chuangshi;Han, Xiaoping
    • Structural Engineering and Mechanics
    • /
    • 제62권3호
    • /
    • pp.273-279
    • /
    • 2017
  • A meso-scale model is proposed to study filament-wound composites with fiber undulations and crossovers. First, the crossover and undulation region is classified as the circumferential undulation and the helical undulation. Next, the two undulations are separately regarded as a series of sub-models to describe the meso-structure of undulations by using meso-parameters such as fiber orientation, fiber inclination angle, resin rich area, fiber volume fraction and bundle cross section. With the meso-structure model and the classic laminate theory, a method for calculating the stiffness of filament wound composites is eventually established. The effects of the fiber inclination angle, the fiber and resin volume fraction and the resin rich area on the stiffness are studied. The numerical results show that the elastic moduli for the circumferential undulation region decrease to a great extent as compared with that of the helical undulation region. Moreover, significant decrease in the elastic and shear moduli and increase in the Poisson's ratio are also found for the resin rich area. In addition, thickness and bundle section have evident effect on the equivalent stiffness of the fiber crossover and the undulation region.

MRI에 의한 모음의 성도 단면적 측정 및 면적 변이에 따른 합성 연구 (Measurement of the vocal tract area of vowels By MRI and their synthesis by area variation)

  • 양병곤
    • 음성과학
    • /
    • 제4권1호
    • /
    • pp.19-34
    • /
    • 1998
  • The author collected and compared midsagittal, coronal, coronal oblique, and transversal images of Korean monophthongs /a, i, e, o, u, i, v/ produced by a healthy male speaker using 1.5 T MR, VISION. Area was measured by computer software after tracing the cross-section at different points along the tract. Results showed that the width of the oral and pharyngeal cavities varied compensatorily from each other on the midsagittal dimension. Formant frequency values estimated from the area functions of the seven vowels showed a strong correlation (r=0.978) with those analyzed from the spoken vowels. Moreover, almost all of 35 students who listened to the synthesized vowels from area data perceived the synthesized vowels as equivalent to the spoken ones. Movement of constriction points of vowel /u/ with wider lip opening sounded /i/ and led to slight changes in vowel quality. Jaw and tongue movement led to major volume variation with an anatomical limitation. Each comer vowel varied systematically from a somewhat constant volume of the average area. Thus, the author proposed that any simulation studies related to vocal tract area variation should reflect its constant volume. The results may be helpful to verify exact measurement of the vocal tract area through vowel synthesis and a simulation study before having any operation of the vocal tract.

  • PDF

세가지 니켈 티타늄 파일의 휨과 비틀림 조건에서의 응력 분포에 관한 3차원 유한요소 연구 (STRESS DISTRIBUTION OF THREE NITI ROTARY FILES UNDER BENDING AND TORSIONAL CONDITIONS USING 3-DIMENSIONAL FINITE ELEMENT ANALYSIS)

  • 김태오;이찬주;김병민;박정길;허복;김현철
    • Restorative Dentistry and Endodontics
    • /
    • 제33권4호
    • /
    • pp.323-331
    • /
    • 2008
  • 이 연구의 목적은 세가지 니켈-티타늄 파일의 휨과 회전 조건 하에서의 응력 분포를 유한요소 모형을 이용하여 비교하는 것이다. ProFile .06/#30, ProTaper와 ProTaper Universal의 F3파일을 마이크로컴퓨터 단층촬영을 하고 reverse engineering을 통하여 세 니켈 티타늄 파일의 구조를 얻고 삼차원 유한요소모형을 제작하였다. 니켈 티타늄 합금의 비선형적인 물리적 성질을 반영하고 ABAQUS 프로그램을 이용하여 휨과 회전 조건 하에서의 기계적인 움직임을 수학적으로 예측 분석하였다. U-형태의 단면 구조를 가진 ProFile이 모형 가운데 가장 좋은 휨 성질을 나타냈다. 동일한 휨량 조건에서는 볼록한 삼각형 단면의 ProTaper가 다른 모형보다 많은 힘을 필요로 하였으며, 반면에 가장 높은 von Mises 응력은 ProTaper Universal의 단면에서 움푹 파인 부위에 집중되었다. ProFile 모형은 동일한 크기의 회전력 에 대해 가장 큰 응력 집중을 U-형 구 부위에 나타냈다. ProTaper 모형은 다른 모형에 비해 동일량을 비틀기 위해 더 많은 힘을 필요로 하였으며, 반면에, 동량의 비틀림에서는 가장 높은 von Mises 응력이 ProTaper Universal의 단면에서 움푹 파인 부위에 집중되었다.

보강된 적층 복합재료 주름판의 진동해석 (Vibration Analysis of Stiffened Corrugated Composite Plates)

  • 박경조;김영완
    • Composites Research
    • /
    • 제33권6호
    • /
    • pp.377-382
    • /
    • 2020
  • 본 연구에서는 Rayleigh-Ritz 법을 이용하여 열린 단면보로 보강된 복합재료 주름판의 자유진동 특성을 연구하였다. 복합재료 주름판에 대해 등가균질모델을 이용하였으며, 이 등가모델은 주름판을 두 수직방향에 대해 서로 다른 재료특성을 갖도록 직교이방성판으로 취급한다. 등가 직교이방성판의 운동은 회전 관성 및 횡전단변형을 고려하기 위해 1차 전단변형이론을 기초로 표현된다. 또한 진동형상에서 보강재의 위치에 따른 국부 형상을 표현하기 위해 이산보강이론이 적용되었다. 제안된 해석 방법에 대한 타당성을 검증하기 위해 ANSYS를 이용한 유한요소해석을 수행하였으며, 두 방법을 이용해 얻은 진동수 및 진동형상을 비교하였다.

에어엔드 형상변화에 따른 스크류 압축기 성능에 관한 실험적 연구 (Experimental Study on the Performance of Screw Compressor with Various Shapes of Air End)

  • 김태윤;이재영;김윤제
    • 한국유체기계학회 논문집
    • /
    • 제16권1호
    • /
    • pp.5-10
    • /
    • 2013
  • The performance of screw air compressor is affected by rotor profile, lobe number, air end wrap angle, rotor L/D ratio, suction and discharge ports, revolutions of air end and load regulation control, etc. In general, an efficient screw compressor needs a rotor profile of which has a large flow cross-section area, short sealing lines and a small blow-hole. In this study, experimental study was performed with newly designed $5{\times}6$ rotor profile and various shapes of air end. Results show that the measured specific power consumption of the newly designed screw compressor appeared to be lower than any other published data for the equivalent screw compressors manufactured.

Structural matrices of a curved-beam element

  • Gimena, F.N.;Gonzaga, P.;Gimena, L.
    • Structural Engineering and Mechanics
    • /
    • 제33권3호
    • /
    • pp.307-323
    • /
    • 2009
  • This article presents the differential system that governs the mechanical behaviour of a curved-beam element, with varying cross-section area, subjected to generalized load. This system is solved by an exact procedure or by the application of a new numerical recurrence scheme relating the internal forces and displacements at the two end-points of an increase in its centroid-line. This solution has a transfer matrix structure. Both the stiffness matrix and the equivalent load vector are obtained arranging the transfer matrix. New structural matrices have been defined, which permit to determine directly the unknown values of internal forces and displacements at the two supported ends of the curved-beam element. Examples are included for verification.