Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/springer-journals/temperature-effect-on-behavior-of-structural-light-weight-concrete-46ncBHEZZV
References (26)
-
J. Rodrigues, Luís Laím, António Correia (2010)
Behaviour of fiber reinforced concrete columns in fireComposite Structures, 92
-
VKR Kodur, M Dwaikat (2008)
A numerical model for predicting the fire resistance of reinforced concrete beamsCem Concr Res, 30
-
Yu Chen, R. Feng, Y. Shao, Xiaotian Zhang (2017)
Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubesJournal of Constructional Steel Research, 130
-
E Ellobodya (2006)
Behaviour of normal and high strength concrete-filled compact steel tube circular stub columnsJ Constr Steel Res Elsevier, 62
-
A. Elghazouli, B. Izzuddin (2001)
Analytical assessment of the structural performance of composite floors subject to compartment firesFire Safety Journal, 36
-
(2005)
EN 1993-1-2, Eurocode 3: design of Steel Structures -
P. Salgar, Pandurang Patil (2019)
Structural Performance of High Strength Light Weight Concrete Filled Steel Tube Column Under Axial LoadingSoftware Engineering eJournal
-
Zhongcheng Ma, P. Mäkeläinen (2000)
Behavior of Composite Slim Floor Structures in FireJournal of Structural Engineering-asce, 126
-
(1990)
Evaluation of fire resistance of reinforced concrete columns with rectangular cross-section -
(2007)
A study on failure prediction and design equation of concrete filled square steel tube columns under fire condition -
V. Kodur, Monther Dwaikat (2008)
A numerical model for predicting the fire resistance of reinforced concrete beamsCement & Concrete Composites, 30
-
(2019)
Study on concrete filled steel tubular column steel beam connection using light weight concrete and normal concrete -
R. Johnson, Douglas Anderson (2004)
General rules and rules for buildings -
(2002)
EN 1991-1-2, Euro code 1: actions on Structures, Part 1.2: General actions-actions on structures exposed to fire -
H. Wong (2007)
An Experimental Study of the Mechanical Properties of Fibre Reinforced Polymer (FRP) and Steel Reinforcing Bars at Elevated TemperaturesSteel Construction
-
E. Ellobody, B. Young, D. Lam (2006)
Behaviour of normal and high strength concrete-filled compact steel tube circular stub columnsJournal of Constructional Steel Research, 62
-
Kuo-Chen Yang, Hung-Hsin Lee, O. Chan (2006)
Experimental study of fire-resistant steel H-columns at elevated temperatureJournal of Constructional Steel Research, 62
-
A. Elghazouli, K. Cashell, B. Izzuddin (2009)
Experimental evaluation of the mechanical properties of steel reinforcement at elevated temperatureFire Safety Journal, 44
-
Yong Wang, A. Orton (2008)
Fire resistant design of concrete filled tubular steel columnsThe Structural engineer, 86
-
Lin-Hai Han (2001)
Fire performance of concrete filled steel tubular beam-columnsJournal of Constructional Steel Research, 57
-
N. Patterson, X. Zhao, M. Wong, J. Ghojel, P. Grundy (1999)
Elevated Temperature Testing of Composite Columns -
P. Salgar, P. Patil (2019)
Experimental Investigation on Behavior of High-Strength Light weight Concrete-Filled Steel Tube Strut Under Axial CompressionINAE Letters, 4
-
A. Espinós, M. Romero, A. Hospitaler (2010)
Advanced model for predicting the fire response of concrete filled tubular columnsJournal of Constructional Steel Research, 66
-
YC Wang, PMH Wong, V Kodur (2007)
An experimental study of the mechanical properties of fiber rein- forced polymer (FRP) and steel reinforcing bars at elevated temperaturesCompos Struct, 80
-
RH Haddad, RJ Al-Saleh, NM Al-Akhras (2008)
Effect of elevated temperature on bond between steel reinforcement and fiber reinforced concreteFire Saf J, 43
-
NL Patterson, XL Zhao, BM Wong, J Ghojel, P Grundy (1999)
Advances in steel structures
- Publisher
- Springer Journals
- Copyright
- Copyright © 2020 by Springer Nature Switzerland AG
- Subject
- Engineering; Building Repair and Maintenance; Structural Materials; Engineering Thermodynamics, Heat and Mass Transfer; Energy Efficiency; Building Materials
- ISSN
- 2365-3159
- eISSN
- 2365-3167
- DOI
- 10.1007/s41024-019-0071-7
- Publisher site
- See Article on Publisher Site
Abstract
Expanded clay lightweight aggregates (Sintagg) are more light weight aggregate made by heating clay to around 1200 °C (2190 °F) in a rotary kiln. The structural light weight concrete of M40 grade was developed by using Sintagg aggregates, which used to fill in steel tubes columns (circular, square, and rectangular). This paper investigated the effect of temperature variations (600–1000 °C) on structural behavior of LWCFST column under axial loading and research findings about load deflection behavior, failure patterns, comparison of experimental and numerical fire resistance load (EN 1994-1-2:2005–Annex G) and temperature effect on bond stress of LWCFST. The results shows that LWCFST has a good fire resistant capacity and bond stress value after exposure to temperature variations, with 25.30% reduction in dead weight of column than normal concrete filled column.
Journal
Journal of Building Pathology and Rehabilitation – Springer Journals
Published: Dec 1, 2020