The Ultimate Strength Behaviour of Laterised Concrete Beam

Festus Adeyemi Olutoge; Kikelomo Mulikat Adeniran; Oluwatobi Brian Oyegbile

doi:doi:10.11648/j.sr.20130103.14

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The Ultimate Strength Behaviour of Laterised Concrete Beam

Festus Adeyemi Olutoge, Kikelomo Mulikat Adeniran, Oluwatobi Brian Oyegbile

Published in Science Research (Volume 1, Issue 3)

Received: 13 June 2013 Accepted: Published: 20 July 2013

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Abstract

For many years, sand has been predominantly used as fine aggregate in civil engineering construction. More recently, the source of quality sand has been fast diminishing resulting in ever increasing cost of construction. Laterite is now seen as a possible replacement for sand in concrete mix. This paper presents the results of the laboratory tests carried out to investigate the ultimate strength behaviour of laterised concrete. Five classes of specimens incorporating 0, 10, 20, 30, and 40% laterite as replacement by weight of sand were prepared. For each specimen class, reinforcement was varied using 2, 3, 4, and 5 numbers of 10 mm high yield bars as tensile reinforcement- with minimum shear provision, at 300 mm centers. When subjected to compressive tests using Avery Denison Universal Testing Machine, the compressive strength of normal concrete beam specimens ranges between 17.48 N/mm2 and 20.39 N/mm2 while that of laterised concrete ranges between 15.29 N/mm2 and 35.69 N/mm2. The analyses showed that laterised concrete beam specimens give satisfactory performance compare to normal concrete beam specimens when the content of laterite in the concrete as partial replacement for sand does not exceed 25%. This result supports the earlier findings that laterised concrete beams can be a satisfactory substitute for normal concrete in building construction.

Published in	Science Research (Volume 1, Issue 3)
DOI	10.11648/j.sr.20130103.14
Page(s)	52-58
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Ultimate Strength, Behaviour,Laterised Concrete, Compressive Strength

References

[1]	Gidigasu, M.D., Lateritic Soil Engineering: Pedogenesis and Engineering Principles. Elsevier Scientific Publishing Company, New York. 6p,1976.
[2]	Del Viso, J J., Carmona, R. and Ruiz, G.Shape and Size Effects on the Compressive Strength of High Strength Concrete.Cement and Concrete Research.38 (3): 386-395, 2008.
[3]	Mansur, M. A. and Islam, M.M. Interpretation of Concrete Strength for Nonstandard Specimens. ASCE J. Mater., 14 (2): 151-155, 2002.
[4]	Yi,S. T., Yang,I.K. and Chol,J.C. Effect of Specimen Sizes, Specimen Shapes, and Placement Directions on the Compressive Strength of Concrete.Nuclear Engineering and Design.236 (2): 115-127, 2006.
[5]	Enochsson, O., Lundqvist, J., Täljsten B., Rusinowski, P. and Olofsson, T. CFRP Strengthened Openings in Two-way Concrete Slabs – An Experimental and Numerical Study. Construction and Building Materials. 21(1): 810-826, 2006.
[6]	Olawuyi,B. J. and Olusola,K. O.Compressive Strength of Volcanic Ash/Ordinary Portland Laterized Concrete.Civil Engineering Dimension.12(1): 23–28, 2010.
[7]	Oluwaseyi, ‘Lanre, "The Influence of Weather on the Performance of Laterized Concrete. Journal of Engineering and Applied Sciences. 2(1): 129 – 135, 2007.
[8]	Ayangade, J.A., Alake, O., and Wahab, A.B. The Effects of Different Curing Methods on the Compressive Strength of Terracrete. Civil Eng. Dimension. 2(1): 41-45, 2009.
[9]	Udoeyo, F. F., Brooks, R., Udo-Inyang, P., and Iwuji, C. Residual Compressive Strength of Laterized Concrete Subjected to Elevated Temperatures. Research Journal of Applied Sciences, Engineering and Technology. 2(3): 262-267, 2010.
[10]	Ikponmwosa, E. E. and Salau, M. A. Effect of Short Steel Fibre Reinforcement on Laterized Concrete Columns. J. Sustainable Development. 4(1): 230–239, 2011.
[11]	Apeh, J.A. and Ogunbode, E.O. "Strength Performance of Laterized Concrete at Elevated Temperatures," in Proc. 4th WABER Conf., pp289-298. July 24-26 2012, Abuja, Nigeria.
[12]	Udoeyo, F.F., Brooks, R., Udo- Inyang, P. and Nsan, R. O., "Early Prediction of Laterized Concrete Strength by Accelerated Testing," IJRRAS, 5(1):10, 2010.
[13]	BS12: Specification for Portland Cement, British Standards Institution, London, 1996.
[14]	BS 5328: Part 1: Guide to Specifying Concrete, British Standards Institute, London, 1997.
[15]	BS 882: Specification for Aggregates from Natural Sources for Concrete, British Standards Institute, London, 1992.
[16]	BS1811 - 125: Mixing and Sampling Fresh Concrete in the Laboratory, British Standards Institute, London, 1983.

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Festus Adeyemi Olutoge, Kikelomo Mulikat Adeniran, Oluwatobi Brian Oyegbile. (2013). The Ultimate Strength Behaviour of Laterised Concrete Beam. Science Research, 1(3), 52-58. https://doi.org/10.11648/j.sr.20130103.14

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ACS Style

Festus Adeyemi Olutoge; Kikelomo Mulikat Adeniran; Oluwatobi Brian Oyegbile. The Ultimate Strength Behaviour of Laterised Concrete Beam. Sci. Res. 2013, 1(3), 52-58. doi: 10.11648/j.sr.20130103.14

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AMA Style

Festus Adeyemi Olutoge, Kikelomo Mulikat Adeniran, Oluwatobi Brian Oyegbile. The Ultimate Strength Behaviour of Laterised Concrete Beam. Sci Res. 2013;1(3):52-58. doi: 10.11648/j.sr.20130103.14

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@article{10.11648/j.sr.20130103.14,
  author = {Festus Adeyemi Olutoge and Kikelomo Mulikat Adeniran and Oluwatobi Brian Oyegbile},
  title = {The Ultimate Strength Behaviour of Laterised Concrete Beam},
  journal = {Science Research},
  volume = {1},
  number = {3},
  pages = {52-58},
  doi = {10.11648/j.sr.20130103.14},
  url = {https://doi.org/10.11648/j.sr.20130103.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sr.20130103.14},
  abstract = {For many years, sand has been predominantly used as fine aggregate in civil engineering construction. More recently, the source of quality sand has been fast diminishing resulting in ever increasing cost of construction. Laterite is now seen as a possible replacement for sand in concrete mix. This paper presents the results of the laboratory tests carried out to investigate the ultimate strength behaviour of laterised concrete. Five classes of specimens incorporating 0, 10, 20, 30, and 40% laterite as replacement by weight of sand were prepared. For each specimen class, reinforcement was varied using 2, 3, 4, and 5 numbers of 10 mm   high yield bars as tensile reinforcement- with minimum shear provision, at 300 mm centers. When subjected to compressive tests using Avery Denison Universal Testing Machine, the compressive strength of normal concrete beam specimens ranges between 17.48 N/mm2 and 20.39 N/mm2 while that of laterised concrete ranges between 15.29 N/mm2 and 35.69 N/mm2. The analyses showed that laterised concrete beam specimens give satisfactory performance compare to normal concrete beam specimens when the content of laterite in the concrete as partial replacement for sand does not exceed 25%. This result supports the earlier findings that laterised concrete beams can be a satisfactory substitute for normal concrete in building construction.},
 year = {2013}
}

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TY  - JOUR
T1  - The Ultimate Strength Behaviour of Laterised Concrete Beam
AU  - Festus Adeyemi Olutoge
AU  - Kikelomo Mulikat Adeniran
AU  - Oluwatobi Brian Oyegbile
Y1  - 2013/07/20
PY  - 2013
N1  - https://doi.org/10.11648/j.sr.20130103.14
DO  - 10.11648/j.sr.20130103.14
T2  - Science Research
JF  - Science Research
JO  - Science Research
SP  - 52
EP  - 58
PB  - Science Publishing Group
SN  - 2329-0927
UR  - https://doi.org/10.11648/j.sr.20130103.14
AB  - For many years, sand has been predominantly used as fine aggregate in civil engineering construction. More recently, the source of quality sand has been fast diminishing resulting in ever increasing cost of construction. Laterite is now seen as a possible replacement for sand in concrete mix. This paper presents the results of the laboratory tests carried out to investigate the ultimate strength behaviour of laterised concrete. Five classes of specimens incorporating 0, 10, 20, 30, and 40% laterite as replacement by weight of sand were prepared. For each specimen class, reinforcement was varied using 2, 3, 4, and 5 numbers of 10 mm   high yield bars as tensile reinforcement- with minimum shear provision, at 300 mm centers. When subjected to compressive tests using Avery Denison Universal Testing Machine, the compressive strength of normal concrete beam specimens ranges between 17.48 N/mm2 and 20.39 N/mm2 while that of laterised concrete ranges between 15.29 N/mm2 and 35.69 N/mm2. The analyses showed that laterised concrete beam specimens give satisfactory performance compare to normal concrete beam specimens when the content of laterite in the concrete as partial replacement for sand does not exceed 25%. This result supports the earlier findings that laterised concrete beams can be a satisfactory substitute for normal concrete in building construction.
VL  - 1
IS  - 3
ER  -

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Author Information

Festus Adeyemi Olutoge

Department of Civil Engineering, University of Ibadan,Ibadan, Nigeria
Kikelomo Mulikat Adeniran

Department of Civil Engineering, University of Ibadan,Ibadan, Nigeria
Oluwatobi Brian Oyegbile

Department of Civil Engineering, Federal University Oye-Ekiti,Oye-Ekiti, Nigeria

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Plain Text BibTeX RIS

APA Style

Festus Adeyemi Olutoge, Kikelomo Mulikat Adeniran, Oluwatobi Brian Oyegbile. (2013). The Ultimate Strength Behaviour of Laterised Concrete Beam. Science Research, 1(3), 52-58. https://doi.org/10.11648/j.sr.20130103.14

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ACS Style

Festus Adeyemi Olutoge; Kikelomo Mulikat Adeniran; Oluwatobi Brian Oyegbile. The Ultimate Strength Behaviour of Laterised Concrete Beam. Sci. Res. 2013, 1(3), 52-58. doi: 10.11648/j.sr.20130103.14

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AMA Style

Festus Adeyemi Olutoge, Kikelomo Mulikat Adeniran, Oluwatobi Brian Oyegbile. The Ultimate Strength Behaviour of Laterised Concrete Beam. Sci Res. 2013;1(3):52-58. doi: 10.11648/j.sr.20130103.14

Copy | Download

@article{10.11648/j.sr.20130103.14,
  author = {Festus Adeyemi Olutoge and Kikelomo Mulikat Adeniran and Oluwatobi Brian Oyegbile},
  title = {The Ultimate Strength Behaviour of Laterised Concrete Beam},
  journal = {Science Research},
  volume = {1},
  number = {3},
  pages = {52-58},
  doi = {10.11648/j.sr.20130103.14},
  url = {https://doi.org/10.11648/j.sr.20130103.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sr.20130103.14},
  abstract = {For many years, sand has been predominantly used as fine aggregate in civil engineering construction. More recently, the source of quality sand has been fast diminishing resulting in ever increasing cost of construction. Laterite is now seen as a possible replacement for sand in concrete mix. This paper presents the results of the laboratory tests carried out to investigate the ultimate strength behaviour of laterised concrete. Five classes of specimens incorporating 0, 10, 20, 30, and 40% laterite as replacement by weight of sand were prepared. For each specimen class, reinforcement was varied using 2, 3, 4, and 5 numbers of 10 mm   high yield bars as tensile reinforcement- with minimum shear provision, at 300 mm centers. When subjected to compressive tests using Avery Denison Universal Testing Machine, the compressive strength of normal concrete beam specimens ranges between 17.48 N/mm2 and 20.39 N/mm2 while that of laterised concrete ranges between 15.29 N/mm2 and 35.69 N/mm2. The analyses showed that laterised concrete beam specimens give satisfactory performance compare to normal concrete beam specimens when the content of laterite in the concrete as partial replacement for sand does not exceed 25%. This result supports the earlier findings that laterised concrete beams can be a satisfactory substitute for normal concrete in building construction.},
 year = {2013}
}

Copy | Download

TY  - JOUR
T1  - The Ultimate Strength Behaviour of Laterised Concrete Beam
AU  - Festus Adeyemi Olutoge
AU  - Kikelomo Mulikat Adeniran
AU  - Oluwatobi Brian Oyegbile
Y1  - 2013/07/20
PY  - 2013
N1  - https://doi.org/10.11648/j.sr.20130103.14
DO  - 10.11648/j.sr.20130103.14
T2  - Science Research
JF  - Science Research
JO  - Science Research
SP  - 52
EP  - 58
PB  - Science Publishing Group
SN  - 2329-0927
UR  - https://doi.org/10.11648/j.sr.20130103.14
AB  - For many years, sand has been predominantly used as fine aggregate in civil engineering construction. More recently, the source of quality sand has been fast diminishing resulting in ever increasing cost of construction. Laterite is now seen as a possible replacement for sand in concrete mix. This paper presents the results of the laboratory tests carried out to investigate the ultimate strength behaviour of laterised concrete. Five classes of specimens incorporating 0, 10, 20, 30, and 40% laterite as replacement by weight of sand were prepared. For each specimen class, reinforcement was varied using 2, 3, 4, and 5 numbers of 10 mm   high yield bars as tensile reinforcement- with minimum shear provision, at 300 mm centers. When subjected to compressive tests using Avery Denison Universal Testing Machine, the compressive strength of normal concrete beam specimens ranges between 17.48 N/mm2 and 20.39 N/mm2 while that of laterised concrete ranges between 15.29 N/mm2 and 35.69 N/mm2. The analyses showed that laterised concrete beam specimens give satisfactory performance compare to normal concrete beam specimens when the content of laterite in the concrete as partial replacement for sand does not exceed 25%. This result supports the earlier findings that laterised concrete beams can be a satisfactory substitute for normal concrete in building construction.
VL  - 1
IS  - 3
ER  -

Copy | Download