Long Term Impact in Reinforced Recycled Concrete Beams Under 9-Month Loading

Authors

  • M. Oad Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology, Pakistan
  • A. H. Buller Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology, Pakistan
  • B. A. Memon Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology, Pakistan
  • N. A. Memon Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology, Pakistan
  • S. Sohu Department of Civil Engineering, Quaid-e-Awam University College of Engineering, Science & Technology, Pakistan

Abstract

Green concrete is an active area of research. Structural demolishing waste is a global serious problem, particularly in urban areas. This research paper presents the experimental evaluation of the effect of long term loading on reinforced green concrete beams. Three beams were cast with partial replacement of natural coarse aggregates with demolished old concrete. Three beams were cast with all-natural coarse aggregates to compare the results. The beams were mounted on purpose made frames for 9 months. Deflection, strain and cracking in beams were monitored on a daily basis. After 9 months, the beams were tested until failure in a universal load testing machine under central point load. It was observed that the proposed beams exhibited 3.55% reduction in maximum load caring capacity compared to control specimens. The obtained results show good performance of the proposed green concrete beams under 9-month long term loading.

Keywords:

green concrete, demolished concrete, coarse aggregates, long-term loading flexural strength, deflection

Downloads

Download data is not yet available.

References

B. A. Memon. , “Recent Development on Use of Demolished Concrete as Coarse Aggregates”, International Journal of Emerging Technology and Innovative Engineering, Vol. 2. No. 1, pp. 1-11, 2016

M. Oad, A. H. Buller, B. A. Memon, N. A. Memon. S. Sohu, “Flexural Stress-Strain Behavior of RC Beams made with Partial Replacement of Recyclable Concrete Aggregates, Part-2: Rich Mix”, Engineering Technology and Applied Science Research, Vol. 8, No. 5, pp. 3338-3343, 2018 DOI: https://doi.org/10.48084/etasr.2129

M. Oad, A. H. Buller, B. A. Memon, N. A. Memon, “Flexural Stress-Strain Behavior of RC Beams made with Partial Replacement of Coarse Aggregates with Coarse Aggregates from Old Concrete: Part-1 (1:2:4 Ratio)”, Engineering Technology and Applied Science Research, Vol. 8, No. 3, pp. 3048-3053, 2018 DOI: https://doi.org/10.48084/etasr.1982

N. Tosic, S. Marinkovic, N. Pecic, I. Ignjatovic, J. Dragas, “Long-Term Behavior of Reinforced Beams made with Natural or Recycled Aggregate Concrete and High-Volume Fly Ash Concrete”, Construction and Building Materials, Vol. 176, pp. 344-358, 2018 DOI: https://doi.org/10.1016/j.conbuildmat.2018.05.002

S. Seara-Paz, B. Gonzalez-Fonteboa, F. Martinez-Abella, I. Gonzalez-Taboada, “Time-Dependent Behavior of Structural Concrete made with Recycled Coarse Aggregates. Creep and shrinkage”, Construction and Building Materials, Vol. 122, pp. 95-109, 2016 DOI: https://doi.org/10.1016/j.conbuildmat.2016.06.050

S. Seara-Paz, B. Gonzalez-Fonteboa, F. Martinez-Abella, D. Carro-Lopez, “Long-Term Performance of Reinforced Concrete Beams with Recycled Coarse Aggregates”, Construction and Building Materials, Vol. 176, pp. 593-607, 2018 DOI: https://doi.org/10.1016/j.conbuildmat.2018.05.069

W. C. Choi, H. D. Yun, “Long-Term Deflection and Flexural Behavior of Reinforced Concrete Beams with Recycled Aggregates”, Materials and Design, Vol. 51, pp. 742-750, 2013 DOI: https://doi.org/10.1016/j.matdes.2013.04.044

S. C. Kou, C. S. Poon, M. Etxeberria, “Influence of Recycled Aggregates on Long-Term Mechanical Properties and Pore Size Distribution of Concrete”, Cement and Concrete Composites, Vol. 33, No. 2, pp. 286-291, 2011 DOI: https://doi.org/10.1016/j.cemconcomp.2010.10.003

G. Fathifazl, A. G. Razaqpur, O. B. Isgor, A. Abbas, B. Fournier, S. Foo, “Creep and Drying Shrinkage Characteristics of Concrete Producedwith Coarse Recycled Concrete Aggregate”, Cement & Concrete Composites, Vol. 33, No. 10, pp. 1026-1037, 2011 DOI: https://doi.org/10.1016/j.cemconcomp.2011.08.004

A. Lapako, R. Grygo, “Long-Term Deformations of Recycled Aggregate Concrete (RAC) Beams made of Recycled Aggregates”, 10th International Conference on Modern Building Materials, Structures and Techniques, Vilnius Lithuania, May 19-21, 2010

B. S. Hamad, A. H. Dawi, A. Daou, G. R. Chehab, “Studies of the Effect of Recycled Aggregates on Flexural, Shear and Bond Splitting Beam Structural Behavior”, Case Studies in Construction Materials, Vol. 9, pp. e00186, 2018 DOI: https://doi.org/10.1016/j.cscm.2018.e00186

C. Liu, Z. Y. Lv Z, C. Zhu, G. L. Bai, Y. Zhang, “Study on Calculation Method of Long-Term Deformation of RAC Beam based on Creep Adjustment Coefficient”, KSCE Journal of Civil Engineering, Vol. 23, No. 1, pp. 260–267, 2019 DOI: https://doi.org/10.1007/s12205-018-0131-6

M. Oad, B. A. Memon, “Compressive Strength of Concrete Cylinders using Coarse Aggregates from Old Concrete”, 1st National Conference on Civil Engineering, Pakistan, April 28–29, 2014

Downloads

How to Cite

[1]
M. Oad, A. H. Buller, B. A. Memon, N. A. Memon, and S. Sohu, “Long Term Impact in Reinforced Recycled Concrete Beams Under 9-Month Loading”, Eng. Technol. Appl. Sci. Res., vol. 9, no. 3, pp. 4140–4143, Jun. 2019.

Metrics

Abstract Views: 627
PDF Downloads: 352

Metrics Information

Most read articles by the same author(s)

<< < 1 2 3 4