Classes of exact solutions for buckling of multi-step non-uniform columns with an arbitrary number of cracks subjected to concentrated and distributed axial loads

DOI10.1016/S0020-7225(02)00181-7zbMath1211.74109OpenAlexW2036692191MaRDI QIDQ535857

Yong-Cai Geng, Sumit K. Garg

Publication date: 13 May 2011

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7225(02)00181-7

Mathematics Subject Classification ID

Bifurcation and buckling (74G60)

Related Items (4)

First order solutions for the buckling loads of weakened Timoshenko columns ⋮ ASOM applied to column stability ⋮ Vibratory Characteristics of Euler-Bernoulli Beams with an Arbitrary Number of Cracks Subjected to Axial Load ⋮ Localization in the Vibration of an Axially Loaded Two-span Weakened Column

Cites Work

• Stability analysis of bars with varying cross-section
• Stability of columns with a single crack subjected to follower and vertical loads
• Stability analysis of a bar with multi-segments of varying cross-section

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