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(2001)
Standards for structural calculation of steel reinforced concrete structures
N. Al-Akhras, M. Smadi (2004)
PROPERTIES OF TYRE RUBBER ASH MORTAR
M. Nematzadeh, A. Karimi, A. Gholampour (2020)
Pre- and post-heating behavior of concrete-filled steel tube stub columns containing steel fiber and tire rubberStructures, 27
Lin-Hai Han, W. Liu, Y. Yang (2008)
Behaviour of concrete-filled steel tubular stub columns subjected to axially local compressionJournal of Constructional Steel Research, 64
(1999)
Chinese design code for steel-concrete composite structures
Suliman Abdalla, F. Abed, M. AlHamaydeh (2013)
Behavior of CFSTs and CCFSTs under quasi-static axial compressionJournal of Constructional Steel Research, 90
M. O'Shea, R. Bridge (2000)
DESIGN OF CIRCULAR THIN-WALLED CONCRETE FILLED STEEL TUBESJournal of Structural Engineering-asce, 126
(2009)
Specification for 43 grade ordinary Portland cement by Bureau of Indian Standards
S. Schneider (1998)
Axially Loaded Concrete-Filled Steel TubesJournal of Structural Engineering-asce, 124
E. Ganjian, M. Khorami, A. Maghsoudi (2009)
Scrap-tyre-rubber replacement for aggregate and filler in concreteConstruction and Building Materials, 23
(2001)
Concrete-filled steel tube column system-its advantages
A. Duarte, B. Silva, N. Silvestre, J. Brito, E. Júlio, J. Castro (2016)
Tests and design of short steel tubes filled with rubberised concreteEngineering Structures, 112
A. Khaloo, Mehdi Dehestani, P. Rahmatabadi (2008)
Mechanical properties of concrete containing a high volume of tire-rubber particles.Waste management, 28 12
P. Sukontasukkul, Chalermphol Chaikaew (2006)
Properties of concrete pedestrian block mixed with crumb rubberConstruction and Building Materials, 20
Lin-Hai Han, X. Zhao, Z. Tao (2001)
Tests and mechanics model for concrete-filled SHS stub columns, columns and beam columnsSteel and Composite Structures, 1
(2019)
318-19 Building Code Requirements for Structural Concrete and Commentary
Z. Tao, Zhi-bin Wang, Qing Yu (2013)
Finite element modelling of concrete-filled steel stub columns under axial compressionJournal of Constructional Steel Research, 89
Yiyan Lu, Zhenzhen Liu, Shan Li, Hu Jiyue (2018)
Axial compression behavior of hybrid fiber reinforced concrete filled steel tube stub columnConstruction and Building Materials
M. Khanouki, N. Sulong, M. Shariati, M. Tahir (2016)
Investigation of through beam connection to concrete filled circular steel tube (CFCST) columnJournal of Constructional Steel Research, 121
O. Abuzaid, A. Nabilah, N. Safiee, M. Azline (2019)
Rubberized concrete filled steel tubeIOP Conference Series: Earth and Environmental Science, 357
Z. Tao, B. Uy, Lin-Hai Han, Zhi-bin Wang (2009)
Analysis and design of concrete-filled stiffened thin-walled steel tubular columns under axial compressionThin-walled Structures, 47
S. Ádány, L. Calado, L. Dunai (2001)
Experimental study on the cyclic behaviour of bolted end-plate jointsSteel and Composite Structures, 1
M. Shariati, Mohammad Grayeli, A. Shariati, M. Naghipour (2020)
Performance of composite frame consisting of steel beams and concrete filled tubes under fire loadingSteel and Composite Structures, 36
Dalin Liu, W. Gho (2005)
Axial load behaviour of high-strength rectangular concrete-filled steel tubular stub columnsThin-walled Structures, 43
R. Johnson, Douglas Anderson (1993)
Design of composite steel and concrete structures
Yiyan Lu, Na Li, Shan Li, Hongjun Liang (2015)
Behavior of steel fiber reinforced concrete-filled steel tube columns under axial compressionConstruction and Building Materials, 95
N. Eldin, A. Senouci (1994)
Measurement and prediction of the strength of rubberized concreteCement & Concrete Composites, 16
Richard Schimizze, J. Nelson, S. Amirkhanian, J. Murden (1994)
Use of Waste Rubber in Light-Duty Concrete Pavements
N. Segre, I. Joekes (2000)
Use of tire rubber particles as addition to cement pasteCement and Concrete Research, 30
J. Qian, Zao Jiang, X. Ji (2012)
Behavior of steel tube-reinforced concrete composite walls subjected to high axial force and cyclic loadingEngineering Structures, 36
B. Thomas, R. Gupta (2015)
Long term behaviour of cement concrete containing discarded tire rubberJournal of Cleaner Production, 102
N. Trung, N. Alemi, James Haido, Mahdi Baradaran, S. Yousif (2019)
Reduction of cement consumption by producing smart green concretes with natural zeolitesSmart Structures and Systems, 24
A. Benazzouk, O. Douzane, K. Mezreb, M. Quéneudec (2006)
Physico-mechanical properties of aerated cement composites containing shredded rubber wasteCement & Concrete Composites, 28
David Fedroff, Shuaib Ahmad, B. Savas (1996)
Mechanical Properties of Concrete with Ground Waste Tire RubberTransportation Research Record, 1532
(2017)
Standard test method for density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
(2006)
Methods of tests for strength of concrete by Bureau of Indian Standards
S. Guler, Demet Yavuz (2019)
Post-cracking behavior of hybrid fiber-reinforced concrete-filled steel tube beamsConstruction and Building Materials
R. Abendeh, Hesham Ahmad, Y. Hunaiti (2016)
Experimental studies on the behavior of concrete-filled steel tubes incorporating crumb rubberJournal of Constructional Steel Research, 122
M. Taha, A. El-Dieb, M. El-Wahab, M. Abdel‐Hameed (2008)
Mechanical, Fracture, and Microstructural Investigations of Rubber ConcreteJournal of Materials in Civil Engineering, 20
A. Duarte, B. Silva, N. Silvestre, J. Brito, E. Júlio, J. Castro (2016)
Experimental study on short rubberized concrete-filled steel tubes under cyclic loadingComposite Structures, 136
Concrete-filled steel tube (CFST) columns are gradually becoming more popular in composite construction. The steel tube not only sustains partial load but also provides confinement to the concrete-filled. Numerous studies on CFST columns are reported in the literature, but none of them stated the use of rubber powder as a partial replacement of cement. In this study, sixteen circular concrete-filled steel tubular (CFST) columns were tested under axial compression to investigate the effect of replacing cement with rubber on the axial behaviour of CFST columns. Concrete mixtures with replacement levels of 0, 15, 25 and 35% were prepared. Density and compressive strengths were also determined for all the concrete mixes. CFST columns with the same diameter-to-thickness (D/t) ratio of 45.84 and length-to-diameter (L/D) ratios of 2.9 (series 1) and 4.0 (series 2) were tested. Results of the experimental investigation indicated that increasing the replacement level of cement with rubber decreased the compressive strength and density of concrete. The axial capacity of the CFST columns was also reduced as the quantity of rubber in the concrete mix was increased. In series 1 specimens, cement replacement by 15%, 25% and 35% of rubber reduced the axial load-carrying capacity by 15.2%, 24.6% and 41.1%, respectively. In series 2 specimens, cement replacement by 15%, 25% and 35% of rubber reduced the axial load-carrying capacity by 15%, 29.4% and 45%. A reduction in the ultimate strength of CFSTs in axial compression was less significant than the loss in the concrete compressive strength. The stiffness of the CFSTs reduces, while the axial deformation corresponding to ultimate load increases as the replacement levels of cement by rubber are increased. A comparison is also made between experimental axial capacities and those obtained using the provisions of the American Concrete Institute (ACI), Eurocode 4 (EC 4), Chinese code (DL/T), and Architectural Institute of Japan (AIJ). The comparison revealed that ACI provisions provided over conservative evaluations of the ultimate axial loads for all the CFST columns. EC4, AIJ, and DL/T provisions slightly overestimated the load-carrying capacity of series 2 columns with a 35% replacement level.
Innovative Infrastructure Solutions – Springer Journals
Published: Apr 1, 2022
Keywords: Rubcrete; Carbon footprint reduction; Concrete-filled steel tube (CFST); Appraisal of codes
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