• 과학기술학연구
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• 제3권2호
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• pp.1-27
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• 2003

이 논문은 최근 자연과학 분야에서는 물론이요 사회과학과 더불어 인문예술 영역에 이르는 방대한 학문 영역에서 영향력을 행사하고 있는 복잡계 패러다임의 특성과 전망을 고찰하고자 한 것이다. 흔히 '전체론적 세계관'이라든가 '심층생태학적 관점' 등으로 대변되는 복잡성 패러다임은 개방체계적 사고의 연장선상에 위치한 것으로서, 일차적으로는 개방성, 성장성, 가형성, 否(부)의 엔트로피, 적극적 환류, 자기규제성, 자기목적성, 등종착성과 같은 개방체계적 속성을 함유한다. 그러나 지난 20여 년간 학제적 경계를 초월해 활발히 진전된 복잡계론은 종전의 개방체계론적 논의 수준을 넘어서는 새로운 착상이나 증거를 지속적으로 축적해 온 바, 여기서는 (1) 복잡계 이론이 형성되고 발전되어온 전개과정을 간략히 개관하고, (2) 비평형성, 비선형성, 소산구조 자기조직성, 프랙탈 기하학, 자동생산성 및 공진화와 같은 복잡계의 주요 특성들을 논의하며, (3) 니클라스 루만의 체계이론을 사례로 복잡계 패러다임의 사회과학적 적용을 검토한 후, (4) 복잡계 패러다임의 함의와 전망을 진단해 보고자 한다.

• Structural Engineering and Mechanics
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• 제70권4호
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• pp.499-511
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• 2019

In this study, the axial compressive behavior of novel quadruple C-channel built-up cold-formed steel columns with different slenderness ratio was investigated, using the experimental and numerical analysis. The axial compressive capacity and failure modes of the columns were obtained and analyzed. The finite element models considering the geometry, material and contact nonlinearity were developed to simulate and analyze the structural behavior of the columns further. There was a great correlation between the numerical analyses and test results, which indicated that the finite element model was reasonable and accurate. Then influence of, slenderness ratio, flange width-to-thickness ratio and screw spacing on the mechanical behavior of the columns were studied, respectively. The tests and numerical results show that due to small slenderness ratio, the failure modes of the specimens are generally local buckling and distortional buckling. The axial compressive strength and stiffness of the quadruple C-channel built-up cold-formed steel columns decrease with the increase of maximum slenderness ratio. When the screw spacing is ranging from 150mm to 450mm, the axial compressive strength and stiffness of the quadruple C-channel built-up cold-formed steel columns change little. The axial compressive capacity of quadruple C-channel built-up cold-formed steel columns increases with the decrease of flange width-thickness ratio. A modified effective length factor is proposed to quantify the axial compressive capacity of the quadruple C-channel built-up cold-formed steel columns with U-shaped track in the ends.

• Steel and Composite Structures
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• 제44권1호
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• pp.81-89
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• 2022

The purposes of the present work it to study the effect of shear deformation on the static post-buckling response of simply supported functionally graded (FGM) axisymmetric beams based on classical, first-order, and higher-order shear deformation theories. The behavior of postbuckling is introduced based on geometric nonlinearity. The material properties of functionally graded materials (FGM) are assumed to be graded in the thickness direction according to a simple power law distribution in terms of the volume fractions of the constituents. The equations of motion and the boundary conditions derived using Hamilton's principle. This article compares and addresses the efficiency, the applicability, and the limits of classical models, higher order models (CLT, FSDT, and HSDT) for the static post-buckling response of an asymmetrically simply supported FGM beam. The amplitude of the static post-buckling obtained a solving the nonlinear governing equations. The results showing the variation of the maximum post-buckling amplitude with the applied axial load presented, for different theory and different parameters of material and geometry. In conclusion: The shear effect found to have a significant contribution to the post-buckling behaviors of axisymmetric beams. As well as the classical beam theory CBT, underestimate the shear effect compared to higher order shear deformation theories HSDT.