Prediction of Compressive Strength of Reinforced Concrete Structural Elements by Using Combined Non-Destructive Tests

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Nada Mahdi. Fawzi
AbdMuttalib Issa. Said
Ali Khalid Jassim

Abstract

This research is devoted to investigate relationship between both Ultrasonic Pulse Velocity and Rebound Number (Hammer Test) with cube compressive strength and also to study the effect of steel reinforcement on these relationships.
A study was carried out on 32 scale model reinforced concrete elements. Non destructive testing campaign (mainly ultrasonic and rebound hammer tests) made on the same elements. About 72 concrete cubes (15 X 15 X15) were taken from the concrete mixes to check the compressive strength.. Data analyzed.Include the possible correlations between non destructive testing (NDT) and compressive strength (DT) Statistical approach is used for this purpose. A new relationships obtained from correlations results is given.

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How to Cite
“Prediction of Compressive Strength of Reinforced Concrete Structural Elements by Using Combined Non-Destructive Tests” (2013) Journal of Engineering, 19(10), pp. 1189–1211. doi:10.31026/j.eng.2013.10.01.
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Articles

How to Cite

“Prediction of Compressive Strength of Reinforced Concrete Structural Elements by Using Combined Non-Destructive Tests” (2013) Journal of Engineering, 19(10), pp. 1189–1211. doi:10.31026/j.eng.2013.10.01.

Publication Dates

References

• Proverbio and Venturi, (2005)," Reliability of nondestructive tests for onsite concrete strength assessment" 10DBMC International Conférence On Durability of Building Materials and Components LYON [France] 17-20 April

• Nash't I. H., A'bour S.H. and Sadoon A.A.,(2005)," Finding an Unified Relationship between Crushing Strength of Concrete and ondestructive Tests", www.ndt.net - 3rd MENDT - Middle East Nondestructive Testing Conference & Exhibition - 27-30 Nov., Bahrain, Manama.

• Mantegazza, Chiara N. and Sergio S., (2002), )," In situ concrete strength testing by non-destructive combined methods with one, two and three variables (rebound number, ultrasonic pulse velocity, Windsor probe)".

• American Concrete Institute Committee 211.1-21, "Proportions for Normal, Heavyweight and Mass Concrete", Reported by ACI committee 211, ACI Manual of Concrete Practice.

• Neville A.M. and Brooks, J.J., "Concrete Technology", Second Edition, Longman Group U.K. Limited, 2010.

• Neville A.M., "Properties of Concrete", Fourth and Final Edition, Longman Group Limited, England, 1995.

• Newman, J. and Choo, B.S., "Advanced Concrete Technology: Concrete Properties", First Edition, Elsevier Ltd., Oxford, 2003.

• Iraqi Organization of Standards, IOS 45: 1984, for Aggregate.

• Iraqi Organization of Standards, IOS 5: 1984, for Portland Cement.

• ASTM C-617, (2002), “Standard practice for capping cylindrical concrete specimen”, Annual Book of ASTM Standards American Society for

Testing and Materials, vol.04.02.• ASTM A-615, (2002), “Standard Specification for Deformed and Plain Billet-Steel Carbon Steel Bars for

Concrete Reinforcement”, Annual Book of ASTM Standards American Society for Testing and Materials, vol.04.02.

• ASTM C-192 (2002), “Making and Curing Concrete Test Specimens in the Laboratory” Annual Book of ASTM Standards American Society for Testing and Materials, vol.04.02.

• ASTM C-39, (2001), “Compressive Strength of Concrete Cubes”, Annual Book of ASTM Standards American Society for Testing and Materials,

vol.04.02.

• ASTM C-597, (2002), “Standard Test Method for Pulse Velocity through Concrete”, Annual Book of ASTM Standards American Society for Testing and Materials, vol.04.02.

• ASTM C-805, (2002), “Standard Test Method for Rebound Number of Hardened Concrete”, Annual Book of ASTM Standards American Society for Testing and Materials, vol.04.02.

• ASTM C-42, (2003), “Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete”, Annual Book of ASTM

Standards American Society for Testing and Materials, vol.04.02.

ACI Committee 228(2003), “In-Place Methods to Estimate Concrete Strength

• (ACI 228.1R-03),” American Concrete Institute, Farmington Hills, MI

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