EFFECT OF GEOMETRICAL PARAMETERS ON BUCKLING STRENGTH OF MILD STEEL COLUMN FOR VARYING WALL THICKNESS
IR@CIMFR: CSIR-Central Institute of Mining and Fuel Research, Dhanbad
View Archive Info| Field | Value | |
| Title |
EFFECT OF GEOMETRICAL PARAMETERS ON BUCKLING STRENGTH OF MILD STEEL COLUMN FOR VARYING WALL THICKNESS
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| Creator |
Kashyap, S.K
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| Subject |
Support Development and Testing
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| Description |
Buckling of a column depends on the various geometrical parameters and material. Buckling strength mainly depends on the crushing strength, area of cross section length and the radius of gyration. For the mild steel hollow columns having length and outer diameter same and different wall thickness, buckling load for fix-fix end condition decreases as the radius of gyration increases. It has also been observed that with increment in slenderness ratio (l/k) the wall thickness and buckling load increases. Additionally, buckling load decreases as the ratio of inner to outer diameter increases.
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| Date |
2017-07
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| Type |
Article
PeerReviewed |
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| Format |
application/pdf
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| Identifier |
http://cimfr.csircentral.net/2199/1/IJRET20170607016.pdf
Kashyap, S.K (2017) EFFECT OF GEOMETRICAL PARAMETERS ON BUCKLING STRENGTH OF MILD STEEL COLUMN FOR VARYING WALL THICKNESS. International Journal of Research in Engineering and Technology, 6 (7). pp. 98-102. ISSN 2321-7308 |
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| Relation |
http://cimfr.csircentral.net/2199/
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