Stability of compressed steel concrete composite tubular columns with centrifuged cores
The experimental results of elastic concrete filled steel tubular structures with centrifuged cores are presented. Equations for calculation of long concrete filled steel tubular columns are developed. Examples of rational application of existing concrete filled steel tubular columns with centrifuge...
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Veröffentlicht in: | Journal of constructional steel research 1998-04, Vol.46 (1-3), p.484-484 |
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container_title | Journal of constructional steel research |
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creator | Storozhenko, L Butsky, V Taranovsky, O |
description | The experimental results of elastic concrete filled steel tubular structures with centrifuged cores are presented. Equations for calculation of long concrete filled steel tubular columns are developed. Examples of rational application of existing concrete filled steel tubular columns with centrifuged cores are given. Stress-strained state is solved by the method of finite elements. |
doi_str_mv | 10.1016/S0143-974X(98)80098-9 |
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Equations for calculation of long concrete filled steel tubular columns are developed. Examples of rational application of existing concrete filled steel tubular columns with centrifuged cores are given. Stress-strained state is solved by the method of finite elements.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/S0143-974X(98)80098-9</doi><tpages>1</tpages></addata></record> |
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source | ScienceDirect Freedom Collection (Elsevier) |
subjects | centrifuged core Concrete filled steel tube method of finite elements |
title | Stability of compressed steel concrete composite tubular columns with centrifuged cores |
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