JOURNAL OF FACULTY OF CIVIL ENGINEERINGINTERNATIONAL CONFERENCECONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 141-147
FIRE RESISTANCE OF CENTRICALLY LOADED COMPOSITE COLUMNS AS FUNCTION OF THE SHAPE AND THECROSS SECTION DIMENSIONS |
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DOI: 10.14415/konferencijaGFS2014.018 |
UDC: 624.074.6:699.81 |
CC-BY-SA 4.0 license |
Author : Milanović, Milivoje; Cvetkovska, Meri; Eftoska, Marijana; Trombeva Gavriloska, Ana |
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| Summary: |
| Fire resistance analysis of centrically loaded compositecolumns exposed todifferent
fire models fromall sides is presented in this paper. Two different types of composite columns, as:
partially encased steel sections and hollow steel sections filled with concrete were analyzed and
the fire resistance was definedby using the software SAFIR (University of Liege, Belgium). For
the all two types of composite columns the cross section dimensions were varied and the influence
on the fire resistance of the columns was defined. Design values for the geometrical data, material
properties and actions are taken in accordance with the recommendations given in actual
Eurocodes. |
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| Keywords: |
| Composite column, fire resistance, temperature, heat transfer |
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