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Lateral stresses on bond strength of deformed steel bars in concrete: Analytical model

  • Published:2022-12 Issue: Volume:360 Page:129327
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Xu Zhenwen,Qian Hao,Yan Dongming

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference50 articles.

1. Bond behavior of deformed bars in self-compacting lightweight aggregate concrete subjected to lateral tensions;Jiang;J. Mater. Civ. Eng., ASCE.,2019

2. Experimental study on the bond behavior of deformed bars embedded in concrete subjected to lateral tension;Wu;Mater. Struct.,2014

3. Experimental study on bond behavior of deformed bars embedded in concrete subjected to biaxial lateral tensile compressive stresses;Zhang;J. Mater. Civ. Eng., ASCE.,2014

4. Development length criteria: bars not confined by transverse reinforcement;Darwin;ACI Struct. J.,1992

5. Bond between normal strength and high-strength concrete (HSC) and reinforcing bars in splices in beams;Esfahani;ACI Struct. J.,1998

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