139
Views
7
CrossRef citations to date
0
Altmetric
Original Articles

Bond behavior of deformed steel bars in self-compacting concrete

, , ORCID Icon &
Pages 1518-1533 | Received 04 Aug 2020, Accepted 13 Nov 2020, Published online: 02 Dec 2020

References

  • Ramanathan P, Baskar I, Muthupriya P, et al. Performance of self-compacting concrete containing different mineral admixtures. KSCE J Civ Eng. 2013;17(2):465–472.
  • Ozawa K. High-performance concrete based on the durability design of concrete structures. Proc Second East Asia-Pacific Conf Struct Eng Construct. 1989;1:445–450.
  • Persson B. A comparison between mechanical properties of self-compacting concrete and the corresponding properties of normal concrete. Cem Concr Res. 2001;31(2):193–198.
  • Domone PL. A review of the hardened mechanical properties of self-compacting concrete. Cem Concr Compos. 2007;29(1):1–12.
  • Uysal M, Yilmaz K, Ipek M. The effect of mineral admixtures on mechanical properties, chloride ion permeability and impermeability of self-compacting concrete. Constr Build Mater. 2012;27(1):263–270.
  • Owsiak Z, Grzmil W. The evaluation of the influence of mineral additives on the durability of self-compacting concretes. KSCE J Civ Eng. 2015;19(4):1002–1008.
  • Efnarc F. Specification and guidelines for self-compacting concrete. Norfolk: European Federation of Specialist Construction Chemicals and Concrete System; 2002.
  • Self-Compacting Concrete European Project Group. The European guidelines for self-compacting concrete: specification, production and use. UK: International Bureau for Precast Concrete (BIBM); 2005.
  • Chinese Industrial Standard JGJ/T 283-2012. Technical specification for application of self-compacting concrete. Beijing: China Architecture & Building Press; 2012 (in Chinese).
  • ACI Committee 237R-07. Self-consolidating concrete. Farmington Hills: American Concrete Institute; 2007.
  • Soroushian P, Choi KB. Local bond of deformed bars with different diameters in confined concrete. ACI Struct J. 1989;86(2):217–222.
  • Alsiwat JM, Saatcioglu M. Reinforcement anchorage slip under monotonic loading. J Struct Eng. 1992;118(9):2421–2438.
  • Kwak HG, Kim SP. Bond–slip behavior under monotonic uniaxial loads. Eng Struct. 2001;23(3):298–309.
  • Zhu W, Sonebi M, Bartos P. Bond and interfacial properties of reinforcement in self-compacting concrete. Mater Struct. 2004;37(7):442–448.
  • de Almeida Filho FM, MounirK, El Debs ALHC. Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests. Mater Struct. 2008;41(6):1073–1089.
  • Helincks P, Boel V, De Corte W, et al. Structural behaviour of powder-type self-compacting concrete: Bond performance and shear capacity. Eng Struct. 2013;48:121–132.
  • Valcuende M, Parra C. Bond behaviour of reinforcement in self-compacting concretes. Constr Build Mater. 2009;23(1):162–170.
  • Pop I, Schutter GD, Desnerck P, et al. Bond between powder type self-compacting concrete and steel reinforcement. Constr Build Mater. 2013;41:824–833.
  • Aslani F, Nejadi S. Bond behavior of reinforcement in conventional and self-compacting concrete. Adv Struct Eng. 2012;15(12):2033–2051.
  • Mousavi SS, Dehestani M, Mousavi KK. Bond strength and development length of steel bar in unconfined self-consolidating concrete. Eng Struct. 2017;131:587–598.
  • Chinese National Standard GB/T 14685-2011. Pebble and crushed stone for construction. Beijing: Standards Press of China; 2011 (in Chinese).
  • Qiao M, Chen J, Yu C, et al. Gemini surfactants as novel air entraining agents for concrete. Cem Concr Res. 2017;100:40–46.
  • Huang F, Li H, Yi Z, et al. The rheological properties of self-compacting concrete containing superplasticizer and air-entraining agent. Constr Build Mater. 2018;166:833–838.
  • Ashish DK, Verma SK. An overview on mixture design of self-compacting concrete. Struct Concr. 2019;20(1):371–395.
  • Chinese National Standard GB50010-2010. Code for design of concrete structures. Beijing: China Architecture & Building Press; 2010 (in Chinese).
  • ACI Committee 408R-03. Bond and development of straight reinforcing bars in tension. Michigan: American Concrete Institute; 2003.
  • Liu K, Yan J, Meng X, et al. Bond behavior between deformed steel bars and recycled aggregate concrete after freeze-thaw cycles. Constr Build Mater. 2020;232:117236.
  • FIB. CEB-FIP Model Code 2010. Lausanne: International Federation for Structural Concrete (fib); 2010.
  • RILEM. Technical recommendations for the testing and use of construction materials. Milton: Taylor & Francis; 1994.
  • Eiras-Lopez J, Seara-Paz S, Gonzalez-Fonteboa B, et al. Bond behavior of recycled concrete: analysis and prediction of bond stress-slip curve. J Mater Civ Eng. 2017;29(10):04017156.
  • Assaad J, Daou Y. Behavior of structural polymer-modified concrete containing recycled aggregates. J Adhes Sci Technol. 2017;31(8):874–896.
  • Pei P, Zheng S, Zhang Y, et al. Overview on the bonding of reinforced concrete under pristine, corrosive and freeze-thaw conditions. J Adhes Sci Technol. 2019;33(7):761–789.
  • Kim DJ, Kim MS, Yun GY, et al. Bond strength of steel deformed rebars embedded in artificial lightweight aggregate concrete. J Adhes Sci Technol. 2013;27(5–6):490–507.
  • Mo KH, Visintin P, Alengaram UJ, et al. Bond stress-slip relationship of oil palm shell lightweight concrete. Eng Struct. 2016;127:319–330.
  • Diab AM, Elyamany HE, Hussein MA, et al. Properties of pull-out bond strength and concept to assess ultimate bond stress of NSC and HSC. Mag Concr Res. 2014;66(17):877–895.
  • Mousavi SS, Dehestani M, Mousavi SM. Bond strength and development length of glass fiber-reinforced polymer bar in unconfined self-consolidating concrete. J Reinf Plast Compos. 2016;35(11):924–941.
  • Jiang TY, Fang Z. Theoretical and experimental investigation on anchorage performance of CFRP tendon in RPC. Eng Mech. 2009;26(1):166–173 (in Chinese).
  • Orangun CO, Jirsa JO, Breen JE. A reevaulation of test data on development length and splices. J Am Concr Inst. 1977;74(3):114–122.
  • Harajli MH, Hamad BS, Rteil AA. Effect of confinement of bond strength between steel. ACI Struct J. 2004;101(5):595–603.
  • Girgin ZC, Arioglu N, Arioglu E. Evaluation of strength criteria for very-high-strength concretes under triaxial compression. ACI Struct J. 2007;104(3):278–284.
  • Wu Y, Zhao X. Unified bond stress-slip model for reinforced concrete. J Struct Eng. 2013;139(11):1951–1962.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.