The Influence of Concrete Cover, Type of Wire Indentation and Concrete Mix on Bond between Steel and Concrete in Prismatic Prestressed Concrete Members

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This research was focused on evaluating the influence of the different variables that affectsplitting in prestressed concrete members, particularly prestressed concrete ties. These include the thickness of concrete cover, release strength of concrete, and the type of wire indentation. Different combinations of these variables can affect splitting. This research was focused on finding the best possible material characteristics to avoid potential failures in the field. The objective of this research was to set the minimum value of the thickness of concrete cover, for different wire types used in manufacturing having given types of aggregate for concrete mixture. The importance of this research was to identify the best materials and the best system (concrete, wire, cover) designs before the production of prestressed concrete ties. Splitting test results presented in this research were focusedon three different thicknesses of concrete cover, three different concrete mixes, a 4500psi concrete release strength, and seven different indented wire types.

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103-126

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February 2021

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© 2021 Trans Tech Publications Ltd. All Rights Reserved

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[1] Galvez J.C, J.M. Benitez, B. Tork, M.J. Casati, D.A. Cendon, Splitting failure of precast prestressed concrete during the release of the pre-stressing force, Engineering Failure Analysis,, Volume 16, December 2009, pp.2618-2634.

DOI: 10.1016/j.engfailanal.2009.04.023

Google Scholar

[2] Arnold M., R.J. Peterman, N.N. Bodapati, B. Terry Beck, C.H.Wu, Development of a Standard Bond Test for Indented Prestressing Wires,, Paper Number JRC2013-2461, Proceedings of the 2013 ASME Joint Rail Conference, April 25-18, 2013, Knoxville, Tennessee USA.

DOI: 10.1115/jrc2013-2461

Google Scholar

[3] Beck, BT, Robertson, AA, Peterman, RJ, Savic, A, Wu, CJ, Riding, KA, & Bloomfield, J. A High-Resolution Automated Prestressing Wire Indent Profiling System for Verification of Wire-Concrete Mix Compatibility., Proceedings of the 2019 Joint Rail Conference. 2019 Joint Rail Conference. Snowbird, Utah, USA. April 9–12, 2019. V001T01A009. ASME. https://doi.org/10.1115/JRC2019-1269.

DOI: 10.1115/jrc2019-1269

Google Scholar

[4] Adrijana Savic, Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties,, August (2019).

Google Scholar

[5] Savic, A, Beck, BT, Robertson, AA, Peterman, RJ, Clark, J, & Wu, C (. Effects of Cover, Compressive Strength, and Wire Type on Bond Performance in Prismatic Prestressed Concrete Members., Proceedings of the 2018 Joint Rail Conference. 2018 Joint Rail Conference. Pittsburgh, Pennsylvania, USA. April 18–20, 2018. V001T01A007. ASME. https://doi.org/10.1115/JRC2018-6153.

DOI: 10.1115/jrc2018-6153

Google Scholar

[6] Savic, A, Beck, BT, Shafiei Dastgerdi, A, Peterman, RJ, Riding, K, & Robertson, AA. The Effect of Wire Type on Cracking Propensity in Prestressed Concrete Prisms., Proceedings of the 2019 Joint Rail Conference. 2019 Joint Rail Conference. Snowbird, Utah, USA. April 9–12, 2019. V001T01A002. ASME. https://doi.org/10.1115/JRC20auditory system19-1234.

DOI: 10.1115/jrc2019-1234

Google Scholar

[7] Shafiei Dastgerdi, A, Savic, A, Peterman, RJ, Riding, K, & Beck, BT. Evaluation of Splitting Crack Propagation in Pre-Stressed Concrete Ties Made with Different Types of Coarse Aggregate., Proceedings of the 2019 Joint Rail Conference. 2019 Joint Rail Conference. Snowbird, Utah, USA. April 9–12, 2019. V001T01A015. ASME. https://doi.org/10.1115/JRC2019-1280.

DOI: 10.1115/jrc2019-1280

Google Scholar

[8] Marija Krstic, Julio F. Davalos Field Application of Recycled Glass Pozzolan for Concrete, ACI Materials Journal Volume116 Issue 4 Pages 123-131.

DOI: 10.14359/51716716

Google Scholar

[9] Marija Krstic Macro- and Microstructure Evaluations and Field Applications of Concrete with Recycled Glass Pozzolan, Doctoral Thesis.

Google Scholar

[10] Murphy, Robert L., Determining the Transfer Length in Prestressed Concrete Railroad Ties Produced in the United States,, Master Thesis, 2012, Kansas State University, Manhattan, Kansas, USA.

Google Scholar

[11] MA Zaki, HA Rasheed, RR Roukerd, M Raheem, Performance of reinforced concrete T beams strengthened with flexural CFRP sheets and secured using CFRP splay anchors,. Engineering Structures 210, 110304.

DOI: 10.1016/j.engstruct.2020.110304

Google Scholar

[12] Wu C.-H., Zhao W., Beck T. and Peterman R. Optical Sensor Developments for Measuring the Surface Strains in Prestressed Concrete Members, Journal of Strains, 47, Supp. 1, pp.376-386, (2011),.

DOI: 10.1111/j.1475-1305.2009.00621.x

Google Scholar

[13] Mark Haynes, John C.-H. Wu, B. Terry Beck, and Robert J. Peterman Non-Contact Measurement of Wire Indent Profiles on Prestressing Reinforcement Steel, Proceedings of the 2012 AREMA Conference, Sept. 16-19, 2012, Chicago Illinois, USA.

DOI: 10.1115/jrc2014-3800

Google Scholar

[14] Weixin Zhao, Kyle Larsan Robert J. Peterman,B. Terry Beck, and C.-H.John Wu, Development of a laser-speckle imaging device to determine the transfer length in pretensioned concrete members, PCI Journal Winter 2012, pp.135-143.

DOI: 10.15554/pcij.01012012.135.143

Google Scholar

[15] B. Terry Beck, Aaron A. Robertson, Naga Narendra B. Bodapati, Robert J. Peterman, Chih-Hang John Wu, Kyle A. Ryding, Utilization of High-Resolution 3D Optical Scanning of Crossties to Assess Cross-Sectional Parameters and the Effects of Long-Term Abrasion and Wear,, Paper Number: JRC2016-5753, Proceedings of the 2016 Joint Rail Conference, Columbia, South Carolina, April 12-15, (2016).

DOI: 10.1115/jrc2016-5753

Google Scholar

[16] Aref Shafiei, Kyle Riding, Robert J. Peterman, Chris Christensen, B. Terry Beck, Suitability and Variability of Non-Destructive Testing Methods for Concrete Railroad Tie Inspection,, Paper Number JRC2016-5776, Proceedings of the 2016 Joint Rail Conference, April 12-15, 2016, Columbia, SC, USA.

DOI: 10.1115/jrc2016-5776

Google Scholar