Tests of bond between concrete and steel bars – literature background and program of own research

Marcin Burdziński

marcin.burdzinski@pg.edu.pl
Doctoral School; Gdańsk University of Technology; (Poland)
https://orcid.org/0000-0001-5965-4349

Maciej Niedostatkiewicz


Department of Concrete Structures; Faculty of Civil and Environmental Engineering; Gdańsk University of Technology; (Poland)
https://orcid.org/0000-0002-6451-6220

Patryk Ziółkowski


Department of Concrete Structures; Faculty of Civil and Environmental Engineering; Gdańsk University of Technology; (Poland)
https://orcid.org/0000-0001-8809-6702

Abstract

This article deals with the issue of the bond between concrete and reinforcement. The bond is crucial for reinforced concrete elements because it is possible to transfer forces (stresses) from concrete to the reinforcement. Basic information related to the cooperation of concrete and rebars was recalled in the article. Selected issues concerning theoretical and numerical analysis as well as experiments of the bond phenomenon were presented. The article also proposes its own concept of experimental studies on the bond on two types of specimens: so-called short specimen and large specimen that will be subjected to pull-out tests. The described concept is ultimately to form the basis for creating a numerical model, enabling the simulation of bond in various reinforced concrete elements, calibrated based on the results of experimental studies.


Keywords:

reinforced concrete structures, bond, pull-out test, steel deformed bar, concrete

Pędziwiatr J., Podstawowe zagadnienia przyczepności stali i betonów w elementach żelbetowych. Oficyna Wydawnicza Politechniki Wrocławskiej, Wrocław 2007.
  Google Scholar

Grabiec K., Projektowanie przekrojów w konstrukcjach z betonu. Arkady, Warszawa 1982.
  Google Scholar

Sulaiman M.F. et al., “A Review on Bond and Anchorage of Confined High-strength Concrete”, Structures, 2017 (11), pp. 97-109. https://doi.org/10.1016/j.istruc.2017.04.004
DOI: https://doi.org/10.1016/j.istruc.2017.04.004   Google Scholar

EN 1992-1-1, Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings, 2004.
  Google Scholar

CEB-FIP Model Code, First Draft, Committee Euro-International du Beton, Bulletin d’information, no. 195, 196, Mars 1990.
  Google Scholar

fib Model Code for Concrete Structures 2010.
  Google Scholar

Mirza S., Houde J., “Study of Bond Stress-Slip Relationships in Reinforced Concrete”, ACI Journal, vol. 76, no. 1, Symposium Paper, January 1979, pp. 19-46.
DOI: https://doi.org/10.14359/6935   Google Scholar

Kankam Ch., “Relationship of Bond Stress, Steel Stress, and Slip in Reinforced Concrete”, Journal of Structural Engineering, 1997, vol. 123, no. 1, pp. 79-85.
DOI: https://doi.org/10.1061/(ASCE)0733-9445(1997)123:1(79)   Google Scholar

Jiang D., Shah S., Andonian A., “Study of the Transfer of Tensile Forces by Bond”, Journal of the American Concrete Institute, May-Jun 1984, 81(3), pp. 251-259.
DOI: https://doi.org/10.14359/10681   Google Scholar

Pędziwiatr J., “The new model for cracking analysis of tension reinforced concrete members based on the bond-slip relationships”, Arch. Viv. Eng., 1996, vol. 42, no. 1, pp. 47-64.
  Google Scholar

Cox J., Herrmann L., “Development of a plasticity bond model for steel reinforcement”, Mech. Cohesive-Frict. Mater., 1998, vol. 3, pp. 155-180. https://doi.org/10.1002/(SICI)1099-1484(199804)3:2<155::AID-CFM45>3.0.CO;2-S
DOI: https://doi.org/10.1002/(SICI)1099-1484(199804)3:2<155::AID-CFM45>3.0.CO;2-S   Google Scholar

Zhao J., Cai G., Yang J., “Bond-slip behavior and embedment length of reinforcement in high volume fly ash concrete”, Materials and Structures, 2016, vol. 49, pp. 2065-2082. https://doi.org/10.1617/s11527-015-0634-2
DOI: https://doi.org/10.1617/s11527-015-0634-2   Google Scholar

Li X., Zhang J., Liu J., Cao W., “Bond Behavior of Spiral Ribbed Ultra-high Strength Steel Rebar Embedded in Plain and Steel Fiber Reinforced High-Strength Concrete”, KSCE Journal of Civil Engineering, 2019, vol. 23, no. 10, pp. 4417-4430. https://doi.org/10.1007/s12205-019-2449-0
DOI: https://doi.org/10.1007/s12205-019-2449-0   Google Scholar

Deshpande A.A., Kumar D., Ranade R., “Temperature effects on the bond behavior between deformed steel reinforcing bars and hybrid fiber-reinforced strain-hardening cementitious composite”, Construction and Building Materials, 2020, vol. 233. https://doi.org/10.1016/j.conbuildmat.2019.117337
DOI: https://doi.org/10.1016/j.conbuildmat.2019.117337   Google Scholar

RILEM/CEB/FIP, Recommendations on reinforcement steel for reinforced concrete, Revised edition of RC6 Bond test for reinforcement steel: (2). Pull-out test, CEB News, May 1983, no. 73.
  Google Scholar

PN-EN 10080 – Stal do zbrojenia betonu – Spajalna stal zbrojeniowa – Postanowienia ogólne, 2007.
  Google Scholar

Ganesan N., Indira P.V., Sabeena M.V., “Bond stress slip response of bars embedded in hybrid fibre reinforced high performance concrete”, Construction and Building Materials, 2014, vol. 50, pp. 108-115. https://doi.org/10.1016/j.conbuildmat.2013.09.032
DOI: https://doi.org/10.1016/j.conbuildmat.2013.09.032   Google Scholar

Solyom S., Di Benedetti M., Guadagnini M., Balázs G.L., “Effect of temperature on the bond behaviour of GFRP bars in concrete”, Composites Part B: Engineering, 2020, vol. 183. https://doi.org/10.1016/j.compositesb.2019.107602
DOI: https://doi.org/10.1016/j.compositesb.2019.107602   Google Scholar

Chen J., Zhang B., Yang O., Long S., Xu F., Yang C., “Impact of anchorage length on bond performance between corroded reinforcing steel bars and concrete”, Materials Reports, 2019, vol. 33, pp. 3744-3751. https://doi.org/10.11896/cldb.18110090
  Google Scholar

Bednarek Z., Ogrodnik P., Kamocka-Bronisz R., Bronisz S., „Badanie wpływu temperatur występujących w czasie pożaru oraz szokowego chłodzenia na przyczepność stali B500SP i BST500S do betonu”, Safety & Fire Technique / Bezpieczeństwo i Technika Pożarnicza, 2013, vol. 29, no. 1, pp. 67-73.
  Google Scholar

Liu K., Yan J., Zou C., Meng X., “Bond behavior between deformed steel bars and recycled aggregate concrete after freeze-thaw cycles”, Construction and Building Materials, 2020, vol. 232. https://doi.org/10.1016/j.conbuildmat.2019.117236
DOI: https://doi.org/10.1016/j.conbuildmat.2019.117236   Google Scholar

Base G., “Bond and Control of Cracking in Reinforced Concrete”, in International Conference Bond in Concrete, Applied Science Publishers, London 1982, pp. 446-447.
  Google Scholar

Drobiec Ł., Jasiński R., Piekarczyk A., Diagnostyka konstrukcji żelbetowych. T.1, Metodologia, badania polowe, badania laboratoryjne betonu i stali. Wydawnictwo Naukowe PWN, Warszawa 2010.
  Google Scholar

Lackner R., Mang H.A., “Scale Transition in Steel-Concrete Interaction. I: Model”, Journal of Engineering Mechanics, 2003, vol. 129, no. 4, pp. 393-402. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(393)
DOI: https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(393)   Google Scholar

Lackner R., Mang H.A., “Scale Transition in Steel-Concrete Interaction. II: Applications”, Journal of Engineering Mechanics, 2003, vol. 129, no. 4, pp. 403-413. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(403)
DOI: https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(403)   Google Scholar

Ngo D., Scordelis A., “Finite element analysis of reinforced concrete beams”, ACI Journal, 1967, vol. 64, no. 3, pp. 152-163.
DOI: https://doi.org/10.14359/7551   Google Scholar

Hameed R., Sellier A., Turatsinze A., Duprat F., “Simplified approach to model steel rebar-concrete interface in reinforced concrete”, KSCE Journal of Civil Engineering, 2017, vol. 21, no. 4, pp.1291-1298. https://doi.org/10.1007/s12205-016-1397-1
DOI: https://doi.org/10.1007/s12205-016-1397-1   Google Scholar

Ueda T., Sato Y., Tadokoro T., “Prediction of Tension Behavior of Reinforced Concrete Members with Bond Model”, in Bond in Concrete – from research to standards. Budapest, 2002, pp. 293-299.
  Google Scholar

Suchorzewski J., Korol E., Tejchman J., Mroz Z., “Experimental study of shear strength and failure mechanisms in RC beams scaled along height or length”, Engineering Structures, 2018, vol. 157, pp. 203-223. https://doi.org/10.1016/j.engstruct.2017.12.003
DOI: https://doi.org/10.1016/j.engstruct.2017.12.003   Google Scholar

Suchorzewski J., Marzec I., Korol E., Tejchman J., “Investigations on strength and fracture in RC beams scaled along height or length, Meschke G., Pichler B., Rots J.G.”, in Conference on Computational Modelling of Concrete and Concrete Structures (EURO-C). Bad Hofgasein 2018, pp. 651-661. https://doi.org/10.1201/9781315182964
DOI: https://doi.org/10.1201/9781315182964   Google Scholar

Den Uijl J.A., Bigaj, A.J., “A bond model for ribbed bars based on concrete confinement”, Heron, 1996, vol. 41, no. 3, pp. 201-226.
  Google Scholar


Published
2020-08-30

Cited by

Burdziński, M., Niedostatkiewicz, M. and Ziółkowski, P. (2020) “Tests of bond between concrete and steel bars – literature background and program of own research”, Budownictwo i Architektura, 19(3), pp. 005–019. doi: 10.35784/bud-arch.2149.

Authors

Marcin Burdziński 
marcin.burdzinski@pg.edu.pl
Doctoral School; Gdańsk University of Technology; Poland
https://orcid.org/0000-0001-5965-4349

Authors

Maciej Niedostatkiewicz 

Department of Concrete Structures; Faculty of Civil and Environmental Engineering; Gdańsk University of Technology; Poland
https://orcid.org/0000-0002-6451-6220

Authors

Patryk Ziółkowski 

Department of Concrete Structures; Faculty of Civil and Environmental Engineering; Gdańsk University of Technology; Poland
https://orcid.org/0000-0001-8809-6702

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