A new sustainable composite column using an agricultural solid waste as aggregate

The agricultural industry is a source of many types of solid waste. For instance, oil palm shell (OPS), is a waste from the palm oil industry and is produced in enormous quantities in tropical countries. This waste material is considered to be a major problem in terms of pollution, while, on the other hand, normal concrete needs a large amount of the raw materials as coarse and fine aggregate. Due to the limitations of raw materials, the use of normal aggregate can have a negative effect on the environment. In addition, the high self-weight of raw aggregate in normal concrete is considered to be another disadvantage of this type of concrete for the construction of structural members. This paper presents a novel sustainable composite column by using of lightweight OPS concrete instead of conventional aggregate concrete. Composite columns in the form of concrete filled steel tubes (CFTs) are acknowledged to be a highly efficient group of columns with wide usage in different types of structure. In this study, the axial compressive behaviour of CFT columns constructed with conventional normal weight and OPS lightweight concretes was investigated. In the new composite column, 22% of the total volume of the composite was replaced with waste OPS aggregate. The test results showed that the CFT column containing OPS lightweight concrete had the same ultimate axial load capacity as the CFT column with conventional concrete. This new green composite column is about 15% lighter than a normal CFT column, with significantly higher specific energy absorption, structural efficiency and flexibility.

[1]  Anne-Lise Beaucour,et al.  Influence of the volume fraction and the nature of fine lightweight aggregates on the thermal and mechanical properties of structural concrete , 2014 .

[2]  C. Ganapathy,et al.  Mix design for oil palm shell concrete , 2001 .

[3]  Tongxi Yu,et al.  Energy Absorption of Structures and Materials , 2003 .

[4]  J. Berman,et al.  Circular Concrete-Filled Tubes for Improved Sustainability and Seismic Resilience , 2015 .

[5]  Mounir Khalil El Debs,et al.  Influence of concrete strength and length/diameter on the axial capacity of CFT columns , 2009 .

[6]  Lin-Hai Han,et al.  Some Recent Developments of Concrete Filled Steel Tubular (CFST) Structures in China , 2010 .

[7]  M. Lachemi,et al.  Benefits of using blended waste coarse lightweight aggregates in structural lightweight aggregate concrete , 2016 .

[8]  Holger Eggemann Simplified Design of Composite Columns, Based on a Comparative Study of the Development of Building Regulations in Germany and the United States , 2006 .

[9]  M. Zrilić,et al.  Specific energy absorption capacity of glass-polyester composite tubes under static compressive loading , 2011 .

[10]  Yang Liu,et al.  Dynamic analysis of a large span specially shaped hybrid girder bridge with concrete-filled steel tube arches , 2016 .

[11]  L. Domagała,et al.  Modification of properties of structural lightweight concrete with steel fibres , 2011 .

[12]  Mohd Zamin Jumaat,et al.  Oil palm shell as a lightweight aggregate for production high strength lightweight concrete , 2011 .

[13]  Hjh Jos Brouwers,et al.  Development of Ultra-Lightweight Fibre Reinforced Concrete applying expanded waste glass , 2016 .

[14]  M. Ala Saadeghvaziri,et al.  State of the Art of Concrete-Filled Steel Tubular Columns , 1997 .

[15]  Shazim Ali Memon,et al.  Analytical model for compressive strength, elastic modulus and peak strain of structural lightweight aggregate concrete , 2012 .

[16]  Ahmet Tuncan,et al.  Structural behavior of concrete filled steel tubular sections (CFT/CFSt) under axial compression , 2014 .

[17]  Mohd Zamin Jumaat,et al.  Oil palm shell lightweight concrete as a ductile material , 2012 .

[18]  Stephen P. Schneider,et al.  Axially Loaded Concrete-Filled Steel Tubes , 1998 .

[19]  Her-Yung Wang,et al.  A study of the durability of recycled green building materials in lightweight aggregate concrete , 2015 .

[20]  U. Johnson Alengaram,et al.  Shear Behaviour of Reinforced Palm Kernel ShellConcrete Beams , 2011 .

[21]  R. Chacón,et al.  Strength and ductility of concrete-filled tubular piers of integral bridges , 2013 .

[22]  Leif Berntsson,et al.  Lightweight aggregate concrete : science, technology, and applications , 2003 .

[23]  Shazim Ali Memon,et al.  Effect of lightweight aggregates on the mechanical properties and brittleness of lightweight aggregate concrete , 2012 .

[24]  Mohammad AlHamaydeh,et al.  Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs) , 2013 .

[25]  S. Yehia,et al.  Ultimate Behavior of Lightweight High Strength Concrete Filled Steel Tube (LWHCFST) , 2013 .

[26]  Mohd Zamin Jumaat,et al.  Structural lightweight aggregate concrete using two types of waste from the palm oil industry as aggregate , 2014 .

[27]  Muhammad Fauzi Mohd. Zain,et al.  Concrete using waste oil palm shells as aggregate , 1999 .

[28]  Theodore W. Bremner,et al.  State-of-the-art report on high-strength, high-durability structural low-density concrete for applications in severe marine environments , 2000 .

[29]  Dennis Lam,et al.  Axial capacity of circular concrete-filled tube columns , 2004 .

[30]  C. Ganapathy,et al.  Concrete from an agricultural waste-oil palm shell (OPS) , 2004 .

[31]  Habibur Rahman Sobuz,et al.  Structural Lightweight Concrete Production by Using Oil Palm Shell , 2014 .

[32]  Shehdeh Ghannam,et al.  Experimental Study on Light Weight Concrete-Filled Steel Tubes , 2011 .

[33]  Jack P. Moehle,et al.  "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11) AND COMMENTARY" , 2011 .

[34]  Mohd Zamin Jumaat,et al.  Agricultural wastes as aggregate in concrete mixtures – A review , 2014 .

[35]  S. Rizkalla,et al.  Concrete-Filled Steel Tubes Subjected to Axial Compression and Lateral Cyclic Loads , 2004 .

[36]  Bee Chin Ang,et al.  Influence of different types of polypropylene fibre on the mechanical properties of high-strength oil palm shell lightweight concrete , 2015 .

[37]  Mohd Zamin Jumaat,et al.  Mix design and mechanical properties of oil palm shell lightweight aggregate concrete: a review , 2010 .

[38]  R. Cramb Palmed off: incentive problems with joint-venture schemes for oil palm development on customary land. , 2013 .

[39]  Orabi Al-Rawi,et al.  Comparative Study of Load Carrying Capacity of Steel Tube Columns Filled with Lightweight Concrete and Normal Concrete , 2010 .

[40]  Giorgio Baldinelli,et al.  Multi-parametric characterization of a sustainable lightweight concrete containing polymers derived from electric wires , 2014 .

[41]  M. Dundu,et al.  Compressive strength of circular concrete filled steel tube columns , 2012 .

[42]  M. Mouli,et al.  Strength of short composite rectangular hollow section columns filled with lightweight aggregate concrete , 2007 .

[43]  J. L. Clarke,et al.  Structural lightweight aggregate concrete , 1993 .

[44]  H. Mahmud,et al.  Lightweight aggregate concrete fiber reinforcement – A review , 2012 .

[45]  Lin-Hai Han,et al.  Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC) , 2005 .