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REVIEW ARTICLES

Recent developments in geometrically nonlinear and postbuckling analysis of framed structures

[+] Author and Article Information
Yeong-Bin Yang

Department of Civil Engineering, National Taiwan University, Taipei, Taiwan, Republic of China; ybyang@ntu.edu.tw

Jong-Dar Yau

Department of Architectural and Building Technology, Tamkang University, Taipei, Taiwan, Republic of China

Liang-Jenq Leu

Department of Civil Engineering, National Taiwan University, Taipei, Taiwan, Republic of China

Appl. Mech. Rev 56(4), 431-449 (Jul 22, 2003) (19 pages) doi:10.1115/1.1578498 History: Online July 22, 2003
Copyright © 2003 by ASME
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References

Figures

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Typical configurations of nonlinear analysis
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Various moment mechanisms: a) QT-1, b) QT-2, and c) ST
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Quasitangential bending moments: a) My and b) Mz
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Semitangential torque Mx
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Angle frame undergoing buckling rotations: a) angle frame, b) QT moments, and c) ST moments
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Angle frame subjected to various moments: a) QT-1, b) QT-2, and c) ST
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Compressed bar: a) before and b) after rigid body rotation
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Plane element: a) before and b) after rigid body rotation
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Characteristics of a typical nonlinear system
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Divergence near limit point
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Displacement control method
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Rigid body rotation and natural deformation
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Nodal forces of the 3D beam
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Curved beam in uniform bending: a) positive and b) negative
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Curved beam under radial loads: a) tension and b) compression
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Curved beam: a) original and b) straight beam approximation
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Displacements of nodes A and B vs load p
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Internal force of bar AB vs load p
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Deformed shapes of the structure in different stages

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