A comparative Study between experimental and theoretical buckling load for hollow steel column
IR@CIMFR: CSIR-Central Institute of Mining and Fuel Research, Dhanbad
View Archive Info| Field | Value | |
| Title |
A comparative Study between experimental and theoretical buckling load for hollow steel column
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| Creator |
kashyap, S.K.
Mallick, Mousumi Singh, R.P. Verma, Manoranjan |
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| Subject |
Non Coal Ventilation, Fire Gallery and Metallurgy
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| Description |
Hollow mild steel columns of same outer diameter and length but different wall thickness show the buckling behavior in different manner in the fix-fix end condition. The behavior of the column is in good agreement with Rankine’s formula. Additionally, there is a very strong relation between actual buckling load and buckling load by Rankine’s formula. There is some difference between the theoretical and actual buckling load which may be due to geometrical defect, crack generation, chemical composition and formation of eccentricity. Columns show that the variation of differences between actual and theoretical buckling load with respect to wall thickness is parabolic in nature.
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| Date |
2018
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| Type |
Article
PeerReviewed |
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| Format |
application/pdf
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| Identifier |
http://cimfr.csircentral.net/1952/1/skkasyap.pdf
kashyap, S.K. and Mallick, Mousumi and Singh, R.P. and Verma, Manoranjan (2018) A comparative Study between experimental and theoretical buckling load for hollow steel column. International Journal of Engineering Science and Technology, 10 (3). pp. 27-33. |
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| Relation |
DOI: http://dx.doi.org/10.4314/ijest.v10i3.3
http://cimfr.csircentral.net/1952/ |
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