hrcak mascot   Srce   HID

Original scientific paper
https://doi.org/10.30765/er.39.1.8

Fire resistance of circulat steel tubes infilled with ultra-high strength concrete with external fire protection

Xiao Lyu ; School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China
Erfeng Du ; School of Civil Engineering, Southeast University, Nanjing 210096, ChinaKey Laboratory of C & PC Structures, Ministry of Education, Southeast University, Nanjing 210096, China
Ran Li ; School of Civil Engineering, Southeast University, Nanjing 210096, ChinaKey Laboratory of C & PC Structures, Ministry of Education, Southeast University, Nanjing 210096, China

Fulltext: english, pdf (1 MB) pages 71-80 downloads: 172* cite
APA 6th Edition
Lyu, X., Du, E. & Li, R. (2019). Fire resistance of circulat steel tubes infilled with ultra-high strength concrete with external fire protection. Engineering Review, 39 (1), 71-80. https://doi.org/10.30765/er.39.1.8
MLA 8th Edition
Lyu, Xiao, et al. "Fire resistance of circulat steel tubes infilled with ultra-high strength concrete with external fire protection." Engineering Review, vol. 39, no. 1, 2019, pp. 71-80. https://doi.org/10.30765/er.39.1.8. Accessed 6 Jul. 2020.
Chicago 17th Edition
Lyu, Xiao, Erfeng Du and Ran Li. "Fire resistance of circulat steel tubes infilled with ultra-high strength concrete with external fire protection." Engineering Review 39, no. 1 (2019): 71-80. https://doi.org/10.30765/er.39.1.8
Harvard
Lyu, X., Du, E., and Li, R. (2019). 'Fire resistance of circulat steel tubes infilled with ultra-high strength concrete with external fire protection', Engineering Review, 39(1), pp. 71-80. https://doi.org/10.30765/er.39.1.8
Vancouver
Lyu X, Du E, Li R. Fire resistance of circulat steel tubes infilled with ultra-high strength concrete with external fire protection. Engineering Review [Internet]. 2019 [cited 2020 July 06];39(1):71-80. https://doi.org/10.30765/er.39.1.8
IEEE
X. Lyu, E. Du and R. Li, "Fire resistance of circulat steel tubes infilled with ultra-high strength concrete with external fire protection", Engineering Review, vol.39, no. 1, pp. 71-80, 2019. [Online]. https://doi.org/10.30765/er.39.1.8

Abstracts
In this paper, a non-linear three-dimensional finite element model is presented in order to study the behaviour of axially loaded ultra-high strength concrete filled circular hollow tubular columns exposed to fire. Ultra-high strength concrete with compressive strength greater than 180 N/mm2 has been developed for concrete filled tubes for use in high–rise buildings. This paper studies the structural performance of fire protected ultra-high strength concrete filled tubular columns exposed to the standard ISO fire. The aim of this work is to understand and represent the behaviour of axially loaded ultra-high strength concrete filled circular hollow tubular columns in fire situations and to compare calculation results with experiment. The numerical analyses are carried out using a general finite element analysis package ABAQUS and the results are validated against the test results in terms of heat distribution and mechanical behavior. Comparison with the test results showed a reasonable agreement with finite element results in terms of temperature prediction and load displacement behavior during the fire.

Keywords
finite element analysis; fire protection; fire resistance; circular steel tube; Ultra-high strength concrete

Hrčak ID: 215366

URI
https://hrcak.srce.hr/215366

Visits: 287 *