On the adaptability of concrete-filled steel tubular columns in the light of the post-fire testing results

Technological and Economic Development of Economy

Volumn 13, Issue 2, 2007, Pages 100-108

  Blaževičius, Žygimantas ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

Axial loading; Concrete filled steel tubular columns; Experimental investigation; Load bearing capacity; Mechanical properties; Post fire resistance

Indexed keywords

EID: 34547263416     PISSN: 20294913     EISSN: 20294921     Source Type: Journal    
DOI: 10.3846/13928619.2007.9637783     Document Type: Article

References (19)

1. KVEDARAS, A. K. and ŠAPALAS, A. Effective steel and concrete structures and possibilities of their application. Technological and Economic Development of Economy, 2004, Vol X, No 2, p. 77-81.
2. KRASNOVSKY, B. M. The estimating of the temperature according to the cooling period. Technological and Economic Development of Economy, 2004, Vol X, No 4, p. 150-160.
3. COLINA, H.; MOREAU, G. and CINTRA, D. Experimental Study of Transient Thermal Creep and Other Phenomena of Concrete at High Temperature. Journal of Civil Engineering and Management, 2004, Vol X, No 4, p, 255-260.
4. BEDNAREK, Z. The influence of the temperature increase on the steel strength properties used for the appraisal of the fire safety of the reinforced concrete structures. Dissertation for Habilitation. Technical sciences, Civil Engineering (J7). Vilnius: Technika, 1996 (in Russian).
5. BEDNAREK, Z.; and KAMOCKA, R. Analysis of thermal strain of structural steels in variable thermal field. Journal of Civil Engineering and Management, 2004, Vol X, Suppl 1, p. 19-22.
6. MOSALKOV, I. L.; PLIUSINA, G. F. and FROLOV, A. J. Fire resistance of building structures . Moscow: Spectechnika, 2001, 481 p. (in Russian).
7. BLAŽEVIČIUS, Ž. and ŠAUČIUVĖNAS, G. The course of an experimental research on the fire resistance of HC-FST columns and the results of their calculation In Proc of the scientific conference "Building structures - Dvelopment of Building Structures During Integration to the Space of Eurocodes". Vilnius, Lithuania, Mar. 2006 (in press. In Lithuanian).
8. EN 1991-1-2:2002. Eurocode 1 - Actions on structures. Part 1-2: General actions. Actions on structures exposed to fire. European Committee for Standardization, Brussels, Jan 2002. 59 p.
9. LST EN 1994-1-2:2006. Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design. (Eurokodas 4. Kompleksiniu̧. plieniniu̧. ir betoniniu̧. konstrukciju̧. projektavimas. 1-2 dalis. Bendrosios taisyklės. Konstrukciju̧. gaisriṅs saugos projektavimas). Vilnius: LSD, 2006. 109 p.
10. HAN, L.-H. and HUO, J.-S. Concrete-Filled Hollow Structural Steel Columns After Exposure to ISO-834 Fire Standard. Journal of Structural Engineering, 2003, Vol 129, No 1, p. 68-78.
11. th International Workshop Structures in Fire - SIF'06 (Held Aveiro, Portugal, 10-12 May, 2006), Edit. By P. V. Real; J.-M. Francen; N. Lopez.
12. LST EN 10002-1:2003 Metallic materials. Tensile testing. Part 1: Method of test at ambient temperature (Metalai. Tempimo bandymas. 1 dalis. Bandymo metodas aplinkos temperatūroje). Vilnius: LSD, 2003. 56 p.
13. LST EN 1363-1:2000. Fire resistance tests. Part 1: General requirements (Atsparumo ugniai bandymai. 1 dalis. Bendrieji reikalavimai). Vilnius: LSD, 2000. 49 p.
14. VADLŪGA, R. and KUDZYS, A. On the compressive strength of the centrifuged concrete. Transactions of KPI. Researches on the Reinforced Concrete Structures, Vol 1. Vilnius: Mintis, 1966, p. 111-116 (in Russian).
15. KUDZYS, A̧. Reinforced concrete structures of annular crosssection . Vilnius: Mintis, 1975 (in Russian).
16. STR 2.05.08:2005. Desing of steel structures. General rules (Plieniniu̧ konstrukciju̧ projektavimas. Pagrindinēs nuostatos). Vilnius: Rekona, 2005. 95 p. (in Lithuanian).
17. EN 1993-1-1. Eurocode 3: Design of steel structures - Part 1-1: General rules and rules of buildings. European Committee for Standardization, Brussels, May 2005. 91 p.
18. LST EN 1994-1-1:2005. Eurocode 4 - Design of composite steel and concrete structures - Part 1 -1 : General rules and rules for buildings (Eurokodas 4. Kompleksiniu̧. plieniniu̧ ir betoniniu̧ konstrukciju̧ projektavimas. 1-1 dalis. Bendrosios ir pastatu̧ taisyklės). Vilnius: LSD, Apr. 2005. 118 p.
19. EN 1993-1-2. Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design. European Committee for Standardization, Brussels, April. 2005. 78 p.