Fire resistance of circular steel tubes infilled with ultra-high strength concrete with external fire protection
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 bee...
| Permalink: | http://skupnikatalog.nsk.hr/Record/nsk.NSK01001059505/Details |
|---|---|
| Matična publikacija: |
Engineering review (Online) 39 (2019), 1 ; str. 71-80 |
| Glavni autori: | Lyu, Xiao (Author), Du, Erfeng, Li, Ran |
| Vrsta građe: | e-članak |
| Jezik: | eng |
| Predmet: | |
| Online pristup: |
https://doi.org/10.30765/er.39.1.8 Elektronička verzija članka |
| LEADER | 02397naa a22003614i 4500 | ||
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| 003 | HR-ZaNSK | ||
| 005 | 20200403173552.0 | ||
| 006 | m d | ||
| 007 | cr|||||||||||| | ||
| 008 | 200325s2019 ci a |o |0|| ||eng | ||
| 024 | 7 | |2 doi |a 10.30765/er.39.1.8 | |
| 035 | |a (HR-ZaNSK)001059505 | ||
| 040 | |a HR-ZaNSK |b hrv |c HR-ZaNSK |e ppiak | ||
| 041 | 0 | |a eng |b eng | |
| 042 | |a croatica | ||
| 044 | |a ci |c hr | ||
| 080 | 1 | |a 624/625 |2 2011 | |
| 100 | 1 | |a Lyu, Xiao |4 aut |9 HR-ZaNSK | |
| 245 | 1 | 0 | |a Fire resistance of circular steel tubes infilled with ultra-high strength concrete with external fire protection |h [Elektronička građa] / |c Xiao Lyu, Erfeng Du, Ran Li. |
| 300 | |b Ilustr. | ||
| 504 | |a Bibliografija: 27 jed. | ||
| 504 | |a Abstract. | ||
| 520 | |a 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. | ||
| 653 | 0 | |a Beton velike čvrstoće |a Zaštita od požara |a Otpornost na vatru |a Kružne čelične cijevi | |
| 700 | 1 | |a Du, Erfeng |4 aut |9 HR-ZaNSK | |
| 700 | 1 | |a Li, Ran |4 aut |9 HR-ZaNSK | |
| 773 | 0 | |t Engineering review (Online) |x 1849-0433 |g 39 (2019), 1 ; str. 71-80 |w nsk.(HR-ZaNSK)000848891 | |
| 981 | |b Be2019 |b B02/19 | ||
| 998 | |b tino2004 | ||
| 856 | 4 | 0 | |u https://doi.org/10.30765/er.39.1.8 |
| 856 | 4 | 0 | |u https://hrcak.srce.hr/215366 |y Elektronička verzija članka |
| 856 | 4 | 1 | |y Digitalna.nsk.hr |