• 제목/요약/키워드: thin-walled members

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차체구조용 박육단면부재의 단면형상변화에 따른 축압궤 특성에 관한 연구 (A Study on the Axial Collapse Characteristics of Thin-Walled Members for Vehicles on the Variation of Section Shapes)

  • 이길성;백경윤;차천석;정진오;양인영
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2003년도 춘계학술대회 논문집
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    • pp.1549-1552
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    • 2003
  • The front-end side members of automobiles absorb most of the energy in a front-end collision. The front-end side members are required to have a high stiffness together with easiness to collapse sequentially to absorb more impact energy. The axial static collapse test (5mm/mim) was conducted by using UTM with respect to the single hat shaped section members which are the standard section shape of the spot welded section members, to the single cap shaped section members, to the double cap shaped section members and to the double hat shaped section members whose section shape are changed in order to give more stiffness. As a result of test, the energy absorbing characteristic was analyzed for different section shapes. That is, it was analyzed that the change of section shape influenced the absorbing energy, the mean collapse load and the maximum collapse load, and that the relation between the change of section shape and the collapse mode.

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선형변단면부재(線型變斷面部材)의 강도(剛度)매트릭스들의 계산상(計算上) 오차(誤差) (Computional Errors in the Elements of Stiffness Matrix for Tapered Members)

  • 이용우
    • 대한토목학회논문집
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    • 제5권2호
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    • pp.35-39
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    • 1985
  • 얇은 관형단면(管形斷面)을 갖는 선형변단면부재(線型變斷面部材)를 포함(包含)하는 구조물(構造物)의 해석(解析)에 이용(利用)되는 강도(剛度)매트릭스를 정적분(定積分)을 사용(使用)하여 유도(誘導)하였다. "정형적분식(整形績分式)"으로 표현(表現)된 매트릭스 요소(要素)에 수치적(數値的) 불안정(不安定)을 주는 요인(要因)을 발견(發見)하고, 그 오차(誤差)를 살펴 보기 위하여 정적분(定積分)의 급수해(級數解)도 구(求)하였다. "정형적분식(整形績分式)"으로 규현(表現)된 정적분(定積分)의 사용범위(使用範圍)는 상대경사(相對傾斜)에 의(依)하여 규정(規定)하였다.

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비대칭연단보강재가 설치된 직교이방성 압축재의 탄성 국부좌굴해석 (Analysis of Elastic Local Buckling of an Orthotropic Compression Member with Asymmetric Edge Stiffeners)

  • 최원창;정상균;윤순종
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2000년도 추계학술발표대회 논문집
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    • pp.5-8
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    • 2000
  • This paper presents the analytical investigation pertaining to the local buckling behavior of orthotropic open section thin-walled compression members with asymmetric edge stiffeners. In the analysis, 3 different cases of the second moment of inertia are considered to find the asymmetric edge stiffener effect on the local buckling strength. The analytical study results are presented in the graphical form so that the edge stiffener effects on the local buckling strength can be easily found.

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축방향 압축력을 받는 인발성형부재의 좌굴해석 (Buckling Analysis of Pultruded Members under Axial Compression)

  • 이승식;백성용
    • 한국강구조학회 논문집
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    • 제18권5호
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    • pp.615-624
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    • 2006
  • 본 논문에서는 부재의 lay-up에 상관없이 사용할 수 있으며 복합재료 부재의 거동에 중요한 영향을 미치는 포아송 효과를 고려할 수 있는 확장된 복합재료 보이론을 제시하고, 확장된 보이론을 바탕으로 축방향 압축력을 받는 복합재료 박판부재의 좌굴식을 유도하였다. 유도된 좌굴식을 검증하기 위해서 기존에 발표된 인발성형 vinylester/E-glass 및 polyester/E-glass T형 부재의 휨-비틀림 좌굴실험결과와 vinylester/E-glass H형 부재의 휨 좌굴실험결과를 수치예제로 사용하였다. 이론적 좌굴하중과 실험적 좌굴하중 및 유한요소해석 결과와의 비교를 통하여 본 연구에서 제안된 좌굴식이 인발성형부재의 좌굴하중을 7% 정도 안전측으로 예측하는 것을 알 수 있었다.

State-of-the-art of advanced inelastic analysis of steel and composite structures

  • Liew, J.Y. Richard
    • Steel and Composite Structures
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    • 제1권3호
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    • pp.341-354
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    • 2001
  • This paper provides a state-of-the-art review on advanced analysis models for investigating the load-displacement and ultimate load behaviour of steel and composite frames subjected to static gravity and lateral loads. Various inelastic analysis models for steel and composite members are reviewed. Composite beams under positive and negative moments are analysed using a moment-curvature relationship which captures the effects of concrete cracking and steel yielding along the members length. Beam-to-column connections are modeled using rotational spring. Building core walls are modeled using thin-walled element. Finally, the nonlinear behaviour of a complete multi-storey building frame consisting of a centre core-wall and the perimeter frames for lateral-load resistance is investigated. The performance of the total building system is evaluated in term of its serviceability and ultimate limit states.

FOA (first-order-analysis) model of an expandable lattice structure for vehicle crash energy absorption of an inflatable morphing body

  • Lee, Dong-Wook;Ma, Zheng-Dong;Kikuchi, Noboru
    • Structural Engineering and Mechanics
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    • 제37권6호
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    • pp.617-632
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    • 2011
  • A concept of crash energy absorbing (CEA) lattice structure for an inflatable morphing vehicle body (Lee et al. 2008) has been investigated as a method of providing rigidity and energy absorption capability during a vehicular collision (Lee et al. 2007). A modified analytical model for the CEA lattice structure design is described in this paper. The modification of the analytic model was made with a stiffness approach for the elastic region and updated plastic limit analysis with a pure plastic bending deformation concept and amended elongation factors for the plastic region. The proposed CEA structure is composed of a morphing lattice structure with movable thin-walled members for morphing purposes, members that will be locked in designated positions either before or during the crash. What will be described here is how to model the CEA structure analytically based on the energy absorbed by the CEA structure.

Torsional strength model of reinforced concrete members subjected to combined loads

  • Ju, Hyunjin;Lee, Deuckhang;Zhang, Wei;Wang, Lei
    • Computers and Concrete
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    • 제29권 5호
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    • pp.285-301
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    • 2022
  • This study aims at developing a torsional strength model based on a nonlinear analysis method presented in the previous studies. To this end, flexural neutral axis depth of a reinforced concrete section and effective thickness of an idealized thin-walled tube were formulated based on reasonable approximations. In addition, various sectional force components, such as shear, flexure, axial compression, and torsional moment, were considered in estimating torsional strength by addressing a simple and linear strain profile. Existing test results were collected from literature for verifications by comparing with those estimated from the proposed model. On this basis, it can be confirmed that the proposed model can evaluate the torsional strength of RC members subjected to combined loads with a good level of accuracy, and it also well captured inter-related mechanisms between shear, bending moment, axial compression, and torsion.

Partial interaction analysis of multi-component members within the GBT

  • Ferrarotti, Alberto;Ranzi, Gianluca;Taig, Gerard;Piccardo, Giuseppe
    • Steel and Composite Structures
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    • 제25권5호
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    • pp.625-638
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    • 2017
  • This paper presents a novel approach that describes the first-order (linear elastic) partial interaction analysis of members formed by multi-components based on the Generalised Beam Theory (GBT). The novelty relies on its ability to accurately model the partial interaction between the different components forming the cross-section in both longitudinal and transverse directions as well as to consider the cross-sectional deformability. The GBT deformations modes, that consist of the conventional, extensional and shear modes, are determined from the dynamic analyses of the cross-section represented by a planar frame. The partial interaction is specified at each connection interface between two adjacent elements by means of a shear deformable spring distributed along the length of the member. The ease of use of the model is outlined by an application performed on a multi-component member subjected to an eccentric load. The values calculated with an ABAQUS finite element model are used to validate the proposed method. The results of the numerical applications outline the influence of specifying different rigidities for the interface shear connection and in using different order of polynomials for the shape functions specified in the finite element cross-section analysis.

스틸스터드의 압축내력 평가 (An Evaluation of Axial Compressive Strength in Steel Stud)

  • 신태송
    • 한국강구조학회 논문집
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    • 제10권4호통권37호
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    • pp.677-689
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    • 1998
  • 본 연구에서는 중심압축력을 받는 스털스터드의 설계강도에 대하여 다루었으며 비교 평가하였다. 미국규준인 냉간성형 LRFD 설계규준 (AISI). 유럽의 냉간박벽부재설계규준 (EC3 part 1.3) 및 독일의 관련규정 (DASt-Richtlinie 016)의 유사성과 차이점을 소개하고 분석하며 체계적으로 평가하였다. 특히 유효폭과 전체 안정성문제 (휨좌굴과 비틀림좌굴)가 이 논문에서 내포되어 있다. 또한 예제를 통하여 두 규준인 AISI와 EC3에 의한 설계압축강도를 산정하고 비교 분석하였다.

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사각 튜브 부재의 압괴강도에 대한 동적 영향 평가 (Dynamic Effects for Crushing Strength of Rectangular Tubular Members)

  • 양박달치
    • 대한조선학회지
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    • 제27권1호
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    • pp.17-23
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    • 1990
  • 세장비가 작은 구조부재는 충돌과 같은 상황하에서 압축을 받는 경우, 축방향으로 접혀지는 소성 변형에 의해서 충돌에너지의 대부분을 흡수한다. 이 경우, 관성을 무시한다 하더라도 연강 부재의 정적인 하중에 대한 압괴강도에 비해서 변형률에 의한 영향으로 인해 동적 압괴 강도가 높아진다는 것은 잘 알려진 사실이다. 본 논문에서는 부재의 정적 하중에 대한 압괴강도 추정법을 소성변형의 운동학적 방법을 이용하여 수행하였다. 종래의 항복하중에 변형률을 고려한 동적 압괴 하중 추정치가 동적 영향을 과대평가하게 되므로 평균 소성변형 응력의 변형률에 대한 영향을 고려하여 튜브부재의 동적 압괴 강도 추정을 유도하였고, 이를 발표된 실험결과와 비교 검토하였다. 본 연구에서 얻은 만족스러운 결과를 토대로 하여 앞으로 이 방법을 선박의 충돌시 선수구조의 충돌에너지 흡수의 추정에 적용시킬 것이다.

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