Please use this identifier to cite or link to this item:
|Title:||Buckling of columns with intermediate elastic restraint|
|Authors:||Wang, C.M. |
|Source:||Wang, C.M., Nazmul, I.M. (2003-02). Buckling of columns with intermediate elastic restraint. Journal of Engineering Mechanics 129 (2) : 241-244. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:2(241)|
|Abstract:||This paper presents a comprehensive set of exact stability criteria for Euler columns with an intermediate elastic restraint. A subset of this class of problem is the buckling problem of columns with an intermediate rigid support where the elastic restraint takes on an infinite stiffness. Also, this study reiterates the existence of a critical elastic restraint stiffness in which the buckled mode switches to a higher-buckling mode of the corresponding column without an intermediate support. It is clear that this critical stiffness value exists only when the restraint is placed at the node of the higher-buckling mode and the buckling load associated with this critical stiffness value is the maximum achievable value that can be attained with an intermediate elastic restraint.|
|Source Title:||Journal of Engineering Mechanics|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Dec 14, 2017
WEB OF SCIENCETM
checked on Nov 17, 2017
checked on Dec 10, 2017
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.