Slender Mixed Concrete Filled Steel Columns, in Fire Condition

Matheus Sarcedo Sant'anna; Armando Lopes Moreno Jr; Kleber Aparecido Gomide

doi:10.4028/www.scientific.net/AMR.875-877.490

Paper Titles

The Electrically Controlled Birefringence Measurement Influence of Liquid Crystal Caused by Absorption Effect in Infrared Region
p.467

Synthetic Meshes and their Interaction with Biological Tissues in Laser Exposure
p.472

Experimental Studies on Fracture Properties of 30CrMnSiNi2A Steel
p.478

Effect of Hemp Fibre Morphology on the Mechanical Properties of Vegetal Fibre Composite Material
p.485

Slender Mixed Concrete Filled Steel Columns, in Fire Condition
p.490

Measurement of Tribological Parameters
p.496

Creep of the Steam Pipeline with Wall Thickness Nonuniformity
p.500

The Determination of Multi-Axial Fatigue in Magnetorheological Elastomers Using Bubble Inflation
p.507

Sonic Wave Band Gaps in Two-Dimensional Phononic Crystals Consisting of Hollow Mercury Columns Immersed in a Water Host, and Arranged in Simple Lattices
p.512

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 875-877Slender Mixed Concrete Filled Steel Columns, in...

Slender Mixed Concrete Filled Steel Columns, in Fire Condition

Abstract:

This research is part of an extensive developing line at the Laboratory of Structures at Faculty of Civil Engineering in State University of Campinas, UNICAMP, about the behavior of columns in fire situation. In this paper, experimental results on the behavior of steel columns, slender, unfilled or filled with usual strength concrete in fire situation, are presented and compared with standard codes. It was observed that concrete filling of columns made of tubular steel profiles may provide significant improvement in structures fire safety.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 875-877)

Pages:

490-495

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.875-877.490

Citation:

Cite this paper

Online since:

February 2014

Authors:

Matheus Sarcedo Sant'anna, Armando Lopes Moreno Jr, Kleber Aparecido Gomide

Keywords:

Composite Columns, Concrete, Fire, Steel

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] European Committee for Standardization (CEN) (2002). EUROCODE 3: Design of steel structures – Part 1. 2: General Rules – Structural fire design. prEN 1993-1- 2. Brussels.

DOI: 10.1016/j.firesaf.2004.09.002

Google Scholar

[2] European Committee for Standardization (CEN) (2003). EUROCODE 4: Design of composite steel and concrete structures – Part 1. 2: General Rules – Structural fire design. prEN 1994-1-2. Brussels.

DOI: 10.3403/30111111

Google Scholar

[3] K. A. Gomide: Slender mixed concrete filled steel columns, of small diameter, in fire condition. Dissertation (Master) – Faculty of Civil Engineering in State University of Campinas – UNICAMP. Campinas, 2008. 247p.

Google Scholar

[4] L. Han; X. Zhao; Y. Yang; J. Feng: Experimental study and calculation of Fire Resistance of Concrete-Filled Hollow Steel Columns. Journal of Structural Engineering 129 n. 3 – ASCE, 2003. p.346 – 356.

DOI: 10.1061/(asce)0733-9445(2003)129:3(346)

Google Scholar

[5] International Organization for Standardization. (ISO 834-1)(1999) – Fire resistance tests - Elements of building construction - Part 1: General requirements. Switzerland.

Google Scholar

[6] M. S. Sant'Anna: Slender mixed concrete filled steel columns, square section, in fire condition. Dissertation (Master) – Faculty of Civil Engineering in State University of Campinas – UNICAMP. Campinas, 2009. 178p.

Google Scholar