Paper Titles

Effect of Spot-Weld Line Orientation on Formability for Patchwork Blank
p.86

Seepage Analysis of Concrete Face Rockfill Dam for Material Damage of Water Stop Structure
p.93

The Structure Formation of the Cellular Concrete with Nanostructured Modifier
p.99

Micro-Structure Evolution of SAF2205 Steel Subjected to Single Direction Torsion at Room Temperature
p.104

Hardness Prediction of Tailor Rolled Blank in Hot Press Forming Using Quench Factor Analysis
p.110

Experimental Study of Aggregates Size Effect on Strain, Damage and Permeability of Concrete
p.115

Use of Fine Rubber Particles as Fine Concrete Aggregates in Actively Confined Concrete
p.122

Experimental and Numerical Investigation on the Residual Strength of Laminates with Central and Edge Notch
p.128

Lateral Strain-to-Axial Strain Model for Laterally Prestressed Concrete-Filled FRP Tubes
p.134

HomeKey Engineering MaterialsKey Engineering Materials Vol. 729Use of Fine Rubber Particles as Fine Concrete...

Use of Fine Rubber Particles as Fine Concrete Aggregates in Actively Confined Concrete

Article Preview

Abstract:

This study presents the results of the experimental study on the axial compressive behavior of the rubberized concrete under active confinement. Two different mixes of concretes with rubber replacement ratios of 0%, as a control mix, and 18% were prepared. The effects of the incorporation of rubber and the confining pressure on the compressive behavior of concrete were examined through tests of unconfined and actively confined concrete cylinders. The active confinement was applied by a Hoek cell at different pressures, including 5, 7.5, 10, 15, 20, and 25 MPa. The results indicate that the rubberized concrete exhibits lower compressive strength but higher axial and lateral deformation capacities than those of the conventional concrete.

You might also be interested in these eBooks

Structural and Smart Materials

Info:

Periodical:

Key Engineering Materials (Volume 729)

Pages:

122-127

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.729.122

Citation:

Cite this paper

Online since:

February 2017

Authors:

Aliakbar Gholampour, Togay Ozbakkaloglu*, Reza Hassanli

Keywords:

Active Confinement, Rubber, Rubberized Concrete, Stress-Strain Relations

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

* - Corresponding Author

[1] Mark, H. F. (2014). Encyclopedia of Polymer Science and Technology., 4th Edition, Vol. 15.

[2] Lehmann C. M. B., Rostam-Abadi M., Rood M. J., and Sun J. (1998). Reprocessing and reuse of waste tire rubber to solve air-quality related problems., Energy & Fuels, 12(6), 1095-1099.

DOI: 10.1021/ef9801120

[3] Biel, T. D., and Lee, H. (1994). Use of recycled tire rubbers in concrete., 3rd Materials Engineering Conference, Infrastructure: New Materials and Methods of Repair, 351–358.

[4] Thomas, B. S., Gupta, R. C., Panicker, V. J. (2016). Recycling of waste tire rubber as aggregates in concrete-durability related performance., Journal of Cleaner Production, 112, 504-513.

DOI: 10.1016/j.jclepro.2015.08.046

[5] Eldin, N., and Senouci, A. (1993). Rubber‐Tire Particles as Concrete Aggregate., Journal of Materials in Civil Engineering, 10. 1061/(ASCE)0899-1561(1993)5: 4(478), 478-496.

DOI: 10.1061/(asce)0899-1561(1993)5:4(478)

[6] Toutanji, H. A. (1996). The use of rubber tire particles in concrete to replace mineral aggregates., Cement and Concrete Composites, 18(2), 135-139.

DOI: 10.1016/0958-9465(95)00010-0

[7] Khaloo, A. R., Dehestani, M., and Rahmatabadi, P. (2008). Mechanical properties of concrete containing a high volume of tire–rubber particles., Waste Management, 28, 2472-2482.

DOI: 10.1016/j.wasman.2008.01.015

[8] Zheng, L., Sharon Huo, X., Yuan, Y. (2008). Experimental investigation on dynamic properties of rubberized concrete., Construction and Building Materials, 22, 939-947.

DOI: 10.1016/j.conbuildmat.2007.03.005

[9] Aiello, M. A., and Leuzzi, F. (2010). Waste tire rubberized concrete: properties at fresh and hardened state., Waste Management, 30, 1696-1704.

DOI: 10.1016/j.wasman.2010.02.005

[10] Sohrabi, M. R., Karbalaie, M. (2011). An experimental study on compressive strength of concrete containing crumb rubber., International Journal of Civil & Environmental Engineering, 11(3), 24-28.

[11] Emiroğlu, M., Yildiz, S., Keleştemur, O., and Keleştemur, M. H. (2012). Bond performance of rubber particles in the self-compacting concrete., 4th International Symposium on Bond in Concrete, Brescia, Italy, 779-785.

[12] Lim, J., and Ozbakkaloglu, T. (2014). Lateral Strain-to-Axial Strain Relationship of Confined Concrete., Journal of Structural Engineering, 10. 1061/(ASCE)ST. 1943-541X. 0001094, 04014141.

DOI: 10.1061/(asce)st.1943-541x.0001094

[13] Lim, J. and Ozbakkaloglu, T. (2014).

[14] Lim, J.C., and Ozbakkaloglu, T. (2014). Stress-Strain Model for Normal- and Light-Weight Concretes under Uniaxial and Triaxial Compression., Construction and Building Materials, 71, 492-509.

DOI: 10.1016/j.conbuildmat.2014.08.050

[15] Lim, J.C., and Ozbakkaloglu, T. (2014). Unified Stress-Strain Model for FRP and Actively Confined Normal-Strength and High-Strength Concrete., Journal of Composites for Construction, 10. 1061/(ASCE)CC. 1943-5614. 0000536, 04014072.

DOI: 10.1061/(asce)cc.1943-5614.0000536

[16] Lim, J.C., and Ozbakkaloglu, T. (2016). Influence of Size and Slenderness on Compressive Strain Softening of Confined and Unconfined Concrete., Journal of Materials in Civil Engineering, 28(2), 06015010.

DOI: 10.1061/(asce)mt.1943-5533.0001397

[17] Ozbakkaloglu, T., Louk Fanggi, B.A., and Zheng, J. (2016). Confinement model for concrete in circular and square FRP-concrete-steel double-skin composite columns., Materials & Design, 96, 458-469.

DOI: 10.1016/j.matdes.2016.02.027

[18] Lim, J. C., Ozbakkaloglu, T., Gholampour, A., Bennett, T., and Sadeghi, R. (2016).

[19] Ozbakkaloglu, T., Gholampour, A., and Lim, J. C. (2016). Damage-plasticity model for FRP-confined normal-strength and high-strength concrete., Journal of Composites for Construction, 10. 1061/(ASCE)CC. 1943-5614. 0000712, 04016053.

DOI: 10.1061/(asce)cc.1943-5614.0000712

[20] Mansouri, I., Gholampour, A., Kisi, O., and Ozbakkaloglu, T. (2016).