Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete

Ode. T.; Eluozo S. N.

doi:doi:10.11648/j.ajce.20170502.15

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Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete

Ode. T., Eluozo S. N.

Published in American Journal of Civil Engineering (Volume 5, Issue 2)

Received: 23 August 2016 Accepted: 31 October 2016 Published: 4 March 2017

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Abstract

Experts has express strain from various materials on different type of aggregate grade, empirical and experimental analysis has been the concept of generating these parameters, empirical modeling are generated from experimental investigation, the study on these materials was to generate its rate of strength development from all – in- one grave aggregate. The developed strength are reflected on the strain, the values were generated from deterministic modeling techniques, the predictive values were subjected to comparisons using experimental values, both parameters express favorable fits validating the developed model predicting strain from all in one aggregate concrete. The study is imperative because experimental evaluation including empirical approach has been the only method of application or generation of strain thus stress-strain relationship, but deterministic techniques has been developed to predict the strain from all in one aggregate concrete, the strength development from these materials has also become another break through on concrete strength development.

Published in	American Journal of Civil Engineering (Volume 5, Issue 2)
DOI	10.11648/j.ajce.20170502.15
Page(s)	104-110
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), 2017. Published by Science Publishing Group

Keywords

Deterministic Modeling, Strain, Compressive Strength, and Aggregate Concrete

References

[1]	Boris H 2009; Strength, modulus of elasticity, creep and shrinkage of concrete used in Florida Master of Engineering University of Florida.
[2]	Manish K. 1, A. M. ASCE; Zhaoyu Ma Moses M 2012; Department of Civil, Structural and Environmental Engineering, University at Buffalo, State University of New York.
[3]	Aītcin, P. C. (1998). "High-performance concrete." Taylor & Francis.
[4]	Beushausen, H., and Alexander, M. (2010). "Strength of Concrete: Influencing factors, design principles, code requirements." Concrete technology for structural engineers, . (September 10, 2012).
[5]	Carrasquillo, R. L., Nilson, A. H., and Slate, F. O. (1981). "Properties of high-strength concrete subject to short-term loads." Journal of the American Concrete Institute, 78(3), 171-178.
[6]	Dewar, J. (1964). "The indirect tensile strength of concrete of high compressive strength." Cement and Concrete Association.
[7]	Ode. T. 2004, Structural properties of concrete made with locally occurring 3/8 gravel, M. Tech Thesis pp 6.
[8]	Ephraim M. E. Ode. T. (2006) Specification for structural Application of concrete with 10mm (3/8) All – in Gravel Aggregate NEAM Vol 1 No 1.
[9]	Ode. T. and Eluozo S. N. 2016 Predictive Model on Compressive Strength of Concrete Made with Locally 3/8 Gravel from Different Water Cement Ratios and Curing Age; International Journal of Scientific and Engineering Research, Volume 7, issue 1 pp 1528-1551.
[10]	Ode. T. and Eluozo S. N. - 2016Model Prediction to Monitor the Rate of Water Absorption of Concrete Pressured by Variation of Time and Water Cement Ratios International Journal of Scientific and Engineering Research, Volume 7, issue 1 pp1514-1527.
[11]	Ode. T. and Eluozo S. N. 2016 Calibrating the Density of Concrete from Washed and Unwashed Locally 3/8 Gravel Material at Various Curing Age International Journal of Scientific and Engineering Research, Volume 7, issue 1 January-pp 1514-1552-15574.
[12]	Ode. T. and Eluozo S. N; 2016 Compressive Strength Calibration of Washed and Unwashed Locally Occurring3/8 Gravel from Various Water Cement Ratios and Curing Age; International Journal Engineering and General Science Volume 4 Issue 1, pp 462-483.
[13]	Ode. T. and Eluozo S. N; 2016 Predictive Model to Monitor Variation of Concrete Density Influenced by Various Grade fromLocally3/8 Gravel at Different Curing Time International Journal Engineering and General Science Volume 4 Issue 1, pp 502-522.
[14]	Ode. T. and Eluozo S. N; 2016 Predictive Modesto Monitor Vitiation of Stress –Strain Relationship of 3/8 Gravel Concrete with Water Cement Ration [0.45] at Different Load International Journal Engineering and General Science Volume 4 Issue 1, pp 409-418.
[15]	Eluozo S. N. and Ode. T. 2015 Modeling and simulation of Compression Strength for Firm Clay in Swampy Area of Ahoada East International Journal of Advance Research in Engineering and Technology Volume 6, Issue 12, pp 73-85.
[16]	Eluozo S. N. and Ode. T. 2015Mathematical Model to Predict Compression Index of Uniform Loose Sand in Coastal Area of Degema, Rivers State of Nigeria International Journal of Advance Research in Engineering and Technology Volume 6, Issue 12, pp 86-103.
[17]	Eluozo S. N. and Ode. T. 2015Mathematical to Monitor Stiff Clay Compression Index in Wet Land Area of Degema International Journal of Advance Research in Engineering and Technology Volume 6, Issue 12, pp 59-72.
[18]	Alawode O and. Idowu, O. I. 2011: Effects of Water-Cement Ratios on the Compressive Strength and Workability of Concrete and Lateritic Concrete Mixes. The Pacific Journal of Science and Technology.

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APA Style

Ode. T., Eluozo S. N. (2017). Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete. American Journal of Civil Engineering, 5(2), 104-110. https://doi.org/10.11648/j.ajce.20170502.15

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ACS Style

Ode. T.; Eluozo S. N. Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete. Am. J. Civ. Eng. 2017, 5(2), 104-110. doi: 10.11648/j.ajce.20170502.15

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AMA Style

Ode. T., Eluozo S. N. Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete. Am J Civ Eng. 2017;5(2):104-110. doi: 10.11648/j.ajce.20170502.15

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@article{10.11648/j.ajce.20170502.15,
  author = {Ode. T. and Eluozo S. N.},
  title = {Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {2},
  pages = {104-110},
  doi = {10.11648/j.ajce.20170502.15},
  url = {https://doi.org/10.11648/j.ajce.20170502.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170502.15},
  abstract = {Experts has express strain from various materials on different type of aggregate grade, empirical and experimental analysis has been the concept of generating these parameters, empirical modeling are generated from experimental investigation, the study on these materials was to generate its rate of strength development from all – in- one grave aggregate. The developed strength are reflected on the strain, the values were generated from deterministic modeling techniques, the predictive values were subjected to comparisons using experimental values, both parameters express favorable fits validating the developed model predicting strain from all in one aggregate concrete. The study is imperative because experimental evaluation including empirical approach has been the only method of application or generation of strain thus stress-strain relationship, but deterministic techniques has been developed to predict the strain from all in one aggregate concrete, the strength development from these materials has also become another break through on concrete strength development.},
 year = {2017}
}

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TY  - JOUR
T1  - Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete
AU  - Ode. T.
AU  - Eluozo S. N.
Y1  - 2017/03/04
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170502.15
DO  - 10.11648/j.ajce.20170502.15
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 104
EP  - 110
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170502.15
AB  - Experts has express strain from various materials on different type of aggregate grade, empirical and experimental analysis has been the concept of generating these parameters, empirical modeling are generated from experimental investigation, the study on these materials was to generate its rate of strength development from all – in- one grave aggregate. The developed strength are reflected on the strain, the values were generated from deterministic modeling techniques, the predictive values were subjected to comparisons using experimental values, both parameters express favorable fits validating the developed model predicting strain from all in one aggregate concrete. The study is imperative because experimental evaluation including empirical approach has been the only method of application or generation of strain thus stress-strain relationship, but deterministic techniques has been developed to predict the strain from all in one aggregate concrete, the strength development from these materials has also become another break through on concrete strength development.
VL  - 5
IS  - 2
ER  -

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Author Information

Ode. T.

Department of Civil Engineering, Faculty of Engineering Rivers State University of Sciences and Technology Nkpolu, Port Harcourt, Nigeria
Eluozo S. N.

Subaka Nigeria Limited, Port Harcourt, Nigeria

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APA Style

Ode. T., Eluozo S. N. (2017). Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete. American Journal of Civil Engineering, 5(2), 104-110. https://doi.org/10.11648/j.ajce.20170502.15

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ACS Style

Ode. T.; Eluozo S. N. Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete. Am. J. Civ. Eng. 2017, 5(2), 104-110. doi: 10.11648/j.ajce.20170502.15

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AMA Style

Ode. T., Eluozo S. N. Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete. Am J Civ Eng. 2017;5(2):104-110. doi: 10.11648/j.ajce.20170502.15

Copy | Download

@article{10.11648/j.ajce.20170502.15,
  author = {Ode. T. and Eluozo S. N.},
  title = {Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {2},
  pages = {104-110},
  doi = {10.11648/j.ajce.20170502.15},
  url = {https://doi.org/10.11648/j.ajce.20170502.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170502.15},
  abstract = {Experts has express strain from various materials on different type of aggregate grade, empirical and experimental analysis has been the concept of generating these parameters, empirical modeling are generated from experimental investigation, the study on these materials was to generate its rate of strength development from all – in- one grave aggregate. The developed strength are reflected on the strain, the values were generated from deterministic modeling techniques, the predictive values were subjected to comparisons using experimental values, both parameters express favorable fits validating the developed model predicting strain from all in one aggregate concrete. The study is imperative because experimental evaluation including empirical approach has been the only method of application or generation of strain thus stress-strain relationship, but deterministic techniques has been developed to predict the strain from all in one aggregate concrete, the strength development from these materials has also become another break through on concrete strength development.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete
AU  - Ode. T.
AU  - Eluozo S. N.
Y1  - 2017/03/04
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170502.15
DO  - 10.11648/j.ajce.20170502.15
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 104
EP  - 110
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170502.15
AB  - Experts has express strain from various materials on different type of aggregate grade, empirical and experimental analysis has been the concept of generating these parameters, empirical modeling are generated from experimental investigation, the study on these materials was to generate its rate of strength development from all – in- one grave aggregate. The developed strength are reflected on the strain, the values were generated from deterministic modeling techniques, the predictive values were subjected to comparisons using experimental values, both parameters express favorable fits validating the developed model predicting strain from all in one aggregate concrete. The study is imperative because experimental evaluation including empirical approach has been the only method of application or generation of strain thus stress-strain relationship, but deterministic techniques has been developed to predict the strain from all in one aggregate concrete, the strength development from these materials has also become another break through on concrete strength development.
VL  - 5
IS  - 2
ER  -

Copy | Download