Abstract
Based on the geometrically nonlinear theory of axially extensible elastic rods, the governing equations of post-buckling of a clamped-free rod with variable cross-sections, subjected to a combined load, a concentrated axial load P at the free end and a non-uniformly distributed axial load q, are established. By using shooting method, the strong nonlinear boundary value problems are numerically solved. The secondary equilibrium paths and the post-buckling configurations of the rod with linearly varied cross-sections are presented.
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Communicated by SHEN Hui-shen
Foundation item: the Basic Research Program of National Science and Technology Ministry (2001CCA04300)
Biography: WU Ying (1967≈), Associate Professor (E-mail: wying36@163.com)
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Ying, W., Shi-rong, L. & Zhao-chun, T. Post-buckling of a cantilever rod with variable cross-sections under combined load. Appl Math Mech 24, 1111–1118 (2003). https://doi.org/10.1007/BF02437643
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DOI: https://doi.org/10.1007/BF02437643