• Title/Summary/Keyword: 탄성문제

Search Result 541, Processing Time 0.028 seconds

Analysis of Anisotropic Laminated Cylindrical Shells with Shear Deformation (전단변형을 고려한 비등방성 원통형 쉘의 해석)

  • Chang, Suk Yoon
    • Journal of Korean Society of Steel Construction
    • /
    • v.11 no.4 s.41
    • /
    • pp.373-384
    • /
    • 1999
  • The shell structures with composite materials have the advantages in strength, corrosion resistance, and weight reduction. The objective of this study is to analyze anisotropic composite circular cylindrical shells with shear deformation theory. In applying numerical methods to solve differential equations of anisotropic shells, this paper use finite difference method. The accuracy of the numerical method can be improved by taking higher order of interval ${\Delta}$ to reduce error. This study compares the results of finite difference method with the results of ANSYS based on finite element method. Several numerical examples show the advantages of the stiffness increasement when the composite materials aroused. Therefore, it is expected that results of this study give various guides for change of the subtended angles, load cases, boundary conditions, and side-to-thickness ratio.

  • PDF

Study on development of Nylon6 high bulky yarn (나일론6 권축사 개발에 관한 연구)

  • Sim, Seung-Bum;Son, Hyun-Sik;Choi, Kwang-Seok;Kim, Dae-Yung;Park, Myung-Su
    • Proceedings of the Korean Society of Dyers and Finishers Conference
    • /
    • 2011.03a
    • /
    • pp.94-94
    • /
    • 2011
  • 스포츠웨어 바람막이용도에 사용되는 대부분의 소재는 폴리아미드계 소재이며, 국내에서는 대부분 나일론6 소재를 사용하고 있다. 최근 소비자들의 요구는 점점 경량화되고 있고 야외활동 증가와 더불어 착용감이 우수한 소재를 요구하고 있다. 이러한 시즘에 국내에서 많이 사용되는 나일론6 소재를 이용하여 직물단계에서 경량감과 스트레치성이 발현될수 있는 나일론6 세섬 권축사 개발에 대한 연구를 진행하고자 함이다. 본 연구에서는 직물단계에서 경량감과 스트레치성이 발현될수 있는 나일론6 세섬 권축사 개발을 위해 공중합 나일론6 폴리머와 일반 나일론6 폴리머를 복합방사설비를 이용하여 SIDE BY SIDE POY 26d/6f 원사를 제조하였다. 원사물성은 섬도 25.8d, 절단신도 71%, 절단강도 4.3g/d의 물성을 가졌으며, Nip Belt 가연설비로 연신비, 가연 1st 히터온도, 벨트각도 조건에 따라서 제조된 나일론6 가연사 DTY 20d/6f의 물성을 평가하였고, 비교사로서 T사에서 생산되고 있는 나일론6 가연사 DTY 20d/6f와 비교평가하였다. 비수탄성율은 가연 연신비가 높고, 1st 히터온도가 높은 조건에서 높게 나타남을 알 수 있었으며, 염색 가공 공정에서의 전처리단계에서 $100^{\circ}C$정도의 열을 받았을 때의 수축에 따른 권축효과 발현에 따른 신축성 변화에 대한 상대평가를 사단계에서 유추할 수 있다. 권축효과가 높게 나타난다 하더라도, 사의 수축힘이 적으면 권축효과 발현특성에 큰 차이가 없으므로 열응력을 측정을 한 결과, 가연 연신비가 높고 가연 1st 히터온도가 높은 조건에서 열응력이 높게 나타남을 알 수 있었으며, 비교사에 비해 약간 높은 열응력 값을 보였다. 절단강도는 가연조건에 따라서 큰 변화가 없었고, 절단신도는 연신비가 증가함에 따라 점차 감소하였으며 비교사와도 큰 차이를 보이지 않았음. 따라서, POY 26d/6f 원사에 적합하고, 권축효과가 우수한 가연조건을 도출하였고, 가연현장 작업시 문제가 없는 가연 최적조건을 도출하였다. 향후, 가연조건에 따른 제조된 가연사를 이용하여 제직 및 염색가공 공정을 거친후, 직물신축성 평가를 실시할 계획이다.

  • PDF

Aeroelastic Behaviors of Self-anchored Suspension Bridge with Lateral Sag of Main Cable(I) -Focused on the Behavior of Girder- (횡방향 새그를 가진 자정식 현수교의 공탄성 거동(I) -주형의 거동을 중심으로-)

  • Kwon, Soon Duck;Chang, Sung Pil
    • Journal of Korean Society of Steel Construction
    • /
    • v.9 no.2 s.31
    • /
    • pp.259-267
    • /
    • 1997
  • Wind tunnel test results and their interpretations focused on the behavior of girder, which were performed to study the aerodynamic stability of a self-anchored suspension bridge with lateral sag of main cable, are presented in this paper The shape of the girder which has the best aerodynamic stability was selected based on the section model test under uniform and turbulent flow conditions. Good performance of the selected section was confirmed in the full bridge model test. Measured flutter derivatives are presented for further study. Buffeting response was investigated to check the fatigue problem and serviceability of the bridge but it was found to be acceptable from the engineering point of view. Even though the drag coefficient of the girder had high value, the amplitude of the lateral vibration was found to be very low. This may be due to the restraint provided by the lateral sag of the cables.

  • PDF

A Study on the Liquefaction of Saturated Sand Layer under Oscillating Water Pressure (수압변동에 의한 포화 모래층의 액상화 연구)

  • Howoong Shon;Hyun-Chul Lim;Dae-Geun Lee
    • Journal of the Korean Society of Groundwater Environment
    • /
    • v.7 no.2
    • /
    • pp.59-65
    • /
    • 2000
  • The vertical distribution of pore water pressure in the highly saturated sand layer under the oscillating water pressure is studied theoretically and experimentally. By the experiments it is shown that the water pressure acting on the sand surface propagates into the sand layer with the damping in amplitude and the lag in phase, and that the liquefaction, the state that the effective stress becomes zero, occurs under certain conditions. These experimental results are explained fairly well by the same theoretical treatment as for the ground water problems in the elastic aquifer. The main characteristics of liquefaction clarified by the analysis are as follows: 1) The depth of the liquified layer increases with the increase of the amplitude and the frequency of the oscillating water pressure. 2) The increase of the volume of the water and the air in the layer increases the liquified depth. Especially the very small amount of the air affects the liquefaction significantly. 3) The liquified depth decrease rapidly with the increase of the compressibility coefficient of the sand. 4) In the range beyond a certain value of the permeability coefficient the liquified depth decrease with the increase of the coefficient.

  • PDF

Experimental Study for Ultimate Behavior of Steel Cable Stayed Bridge Under Construction (실험을 통한 시공 중 강사장교의 극한거동 연구)

  • Lee, Kee Sei;Kim, Seung Jun;Choi, Jun Ho;Kang, Young Jong
    • Journal of Korean Society of Steel Construction
    • /
    • v.24 no.6
    • /
    • pp.683-692
    • /
    • 2012
  • The girders of cable stayed bridge are subjected to not only the bending moments but also additional compressive axial forces due to the horizontal components of cable forces. Because of these axial forces, the stiffness of girder can be decreased, and this problem should be considered especially for under-construction model rather than the full model. Korean domestic design specification suggests the linear elastic eigen value analysis for the stability problem of cable stayed bridges. However, this method cannot be applied to the under construction model because various geometric nonlinear characteristics cannot be considered. Therefore, in this study, 3 models which are assumed to be constructed by balanced cantilever will be considered experimentally and analytically to analyze the behavior of steel cable stayed bridges.

Dyeing Properties of Nylon 4 Copolymer fiber (Nylon 4 공중합 섬유의 염색성에 관한 연구)

  • Yoon, Seok-Han;Kwak, Dong-Sup;Cho, Hyun-Hok
    • Proceedings of the Korean Society of Dyers and Finishers Conference
    • /
    • 2012.03a
    • /
    • pp.14-14
    • /
    • 2012
  • Nylon 6 섬유는 우수한 기계적 물성과(강성, 탄성회복률 등) 염색성 등의 장점을 가지고 있어 의류용 등의 다양한 용도로 활용되어 왔다. Nylon 6 섬유를 포함한 대부분의 합성섬유는 천연섬유인 cotton 대비 흡수성이 낮고, cotton은 흡수성은 탁월하나 수분 건조속도가 매우 느리고 가격이 고가(약 10$/kg)여서 이를 대체할 새로운 고쾌적성 의류용 nylon 합성섬유의 개발이 시도되고 있다. 1953년 최초로 합성이 보고된 nylon 4는 구조상 소수성 탄소수가 적으며 친수성 아마이드기가 상대적으로 많아 흡수성과 속건성이 탁월한 이점을 가짐으로써 면을 대체할 수 있는 꿈의 합성섬유로 인식되었다. 1980년대 Chevron Research사를 중심으로 활발한 사업화 연구가 진행되었지만, 녹는점 $265^{\circ}C$) 대비 낮은 열분해온도($260^{\circ}C$) 특성으로 방사가공 시 내열성 문제를 극복하지 못해 아직까지 상업화에 이르지는 못하고 있다. 최근, 일본 산업기술종합연구소(AIST)를 중심으로 다시 바이오매스 유래 nylon 4의 개발이 시도됨에 따라 의류용 용도전개에 있어 가격 경쟁력을 갖춘 획기적인 소재 전환이 기대되고 있으며, 이로 인해 nylon 4 중합 연구가 다시 전 세계적 주목을 받기 시작하였다. 국내에서도 최근 nylon 4의 방사 내열성을 극복하고 기능성 부여가 가능한 nylon 4 공중합물에 대한 대체 연구가 본격적으로 진행 중에 있다. 본 연구에서는 현재 국내에서 진행 중인 nylon 4 공중합 섬유의 연구동향과 함께 nylon 6 대비 물성 및 염색특성 차이를 비교함으로써 향후 산업화에 기초 자료로 활용하고자 한다.

  • PDF

Strain-Softening Behavior of Circular Tunnel Excavated in Mohr-Coulomb Rock Mass (Mohr-Coulomb 암반에 굴착된 원형 터널의 변형률연화 거동해석)

  • Lee, Youn-Kyou
    • Tunnel and Underground Space
    • /
    • v.16 no.6 s.65
    • /
    • pp.495-505
    • /
    • 2006
  • Calculating the distribution of stresses and displacements around a circular tunnel excavated in infinite isotropic rock mass subjected to hydrostatic stress condition is one of the basic problems in rock engineering. While closed-form solutions for the distribution are known if rock masses are considered as elastic, perfectly plastic, or brittle-plastic media, a few numerically approximated solutions based on various simplifying assumptions have been reported for strain-softening rock mass. In this study, a simple numerical method is introduced for the analysis of strain-softening behavior of the circular tunnel in Mohr-Coulomb rock mass. The method can also applied to the analysis of the tunnel in brittle-plastic or perfectly plastic media. For the brittle-plastic case where closed-formsolution exists, the performance of the present method is verified by showing an excellent agreement between two solutions. In order to demonstrate the strain-softening behaviors predicted by the proposed method. a parameter study for a softening index is given and the construction of ground reaction curves is carried out. The importance of defining the characteristics of dilation in plastic analysis is discussed through analyzing the displacements near the surface of tunnel.

An Analytical Study on Semi-Rigid Connections of 20-Story Braced Steel Structures (20층 가새 철골구조물의 반강접 접합부에 관한 해석적 연구)

  • Kang, Suk-Bong;Kim, Jin-Hyoung
    • Journal of Korean Society of Steel Construction
    • /
    • v.12 no.1 s.44
    • /
    • pp.1-8
    • /
    • 2000
  • In this study, the effect of semi-rigid connections on the structural behavior of 20-story braced steel structure has been investigated utilizing the second-order elastic structural analysis program in which nonlinear behavior of beam-column connections and geometric nonlinearity have been considered. Global effects such as P-delta effect and sway at the top have been studied, as well as distribution of member force and combined stress in structural members as local effects. When the structure subjected to horizontal load and vertical load is equipped with lateral-load resisting system such as braces, replacement of shear connection with semi-rigid connection has not caused any problem in P-delta effect and top lateral displacement. Distribution of member forces resulted in reduction in member size for economic structural design.

  • PDF

Analytical Method for Bending Moment of Slab-on-Steel-Girder Bridge (강판형교 바닥판 모멘트의 해석기법)

  • Park, Nam Hoi;Choi, Jin Yu;Yu, Chul Soo;Kang, Young Jong
    • Journal of Korean Society of Steel Construction
    • /
    • v.12 no.1 s.44
    • /
    • pp.17-28
    • /
    • 2000
  • The current specifications for bridge decks requires the same amount of upper and lower reinforcement mats. There have been many empirical activities that the partial elimination of upper reinforcing bars was not caused the structural integrity of a deck. A simplified method is derived based on thin plate theory for three and four-girder-span bridge decks. A simplified method for bridge deck considering the effect of girder deflection is proposed based on a closed-form solution that shows good agreement with the results of finite element models. In this research, a new design approach for deck slabs is proposed based on the simplified method. The negative bending moments in a deck can be evaluated with the simplified method based on the position of a wheel load, the aspect ratio and relative stiffness and the span length. This new approach can lead to a significant reduction of the quantity of the top reinforcing steel bars in a deck. Reducing the quantify of the top reinforcement not only reduces the construction costs for bridge decks, but also reduces the corrosion of reinforcement to a minimum.

  • PDF

Hyperparameter Search for Facies Classification with Bayesian Optimization (베이지안 최적화를 이용한 암상 분류 모델의 하이퍼 파라미터 탐색)

  • Choi, Yonguk;Yoon, Daeung;Choi, Junhwan;Byun, Joongmoo
    • Geophysics and Geophysical Exploration
    • /
    • v.23 no.3
    • /
    • pp.157-167
    • /
    • 2020
  • With the recent advancement of computer hardware and the contribution of open source libraries to facilitate access to artificial intelligence technology, the use of machine learning (ML) and deep learning (DL) technologies in various fields of exploration geophysics has increased. In addition, ML researchers have developed complex algorithms to improve the inference accuracy of various tasks such as image, video, voice, and natural language processing, and now they are expanding their interests into the field of automatic machine learning (AutoML). AutoML can be divided into three areas: feature engineering, architecture search, and hyperparameter search. Among them, this paper focuses on hyperparamter search with Bayesian optimization, and applies it to the problem of facies classification using seismic data and well logs. The effectiveness of the Bayesian optimization technique has been demonstrated using Vincent field data by comparing with the results of the random search technique.