Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(468)
Title: Stability criteria for Euler columns with intermediate and end axial loads
Authors: Wang, C.M. 
Wang, C.Y.
Nazmul, I.M.
Keywords: Axial loads
Buckling
Columns
Stability criteria
Issue Date: Apr-2003
Citation: Wang, C.M., Wang, C.Y., Nazmul, I.M. (2003-04). Stability criteria for Euler columns with intermediate and end axial loads. Journal of Engineering Mechanics 129 (4) : 468-472. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(468)
Abstract: Presented herein are exact stability criteria for Euler columns under intermediate and end concentrated axial loads. The stability criteria cover all combinations of classical boundary conditions, arbitrary location of the intermediate concentrated load, and ratios of the magnitude of the intermediate load to the end load. Also included is the buckling problem of a new class of Euler columns where one segment is in tension while the other segment in compression.
Source Title: Journal of Engineering Mechanics
URI: http://scholarbank.nus.edu.sg/handle/10635/66188
ISSN: 07339399
DOI: 10.1061/(ASCE)0733-9399(2003)129:4(468)
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