SpringerLink
Log in

Bonding stress—slip constitutive behavior between bars and grout concrete

  • Published:
Journal of Central South University of Technology Aims and scope Submit manuscript

Abstract

To establish bonding stress—slip constitutive model between bars and grout concrete, 13 test specimens were employed to study the bonding behavior and the force transfer of bars adhered to grout concrete. The bonding stress development of bars adhered to grout concrete was analyzed. The local bonding stress—slip curve was obtained. Based on the test results, a new bonding stress—slip constitutive model between bars and grout concrete was proposed. The results show that the maximum bonding stress is not influenced by the bar bond length, but it is strengthened when the splitting strength of grout concrete is increased. The model matches the experimental results well, and the regressing coefficient equals 1.7.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price includes VAT (Germany)

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  1. DING Da-jun. Innovation of walls and sustainability of development [M]. Bei**g: China Machine Press, 2005. (in Chinese)

    Google Scholar 

  2. MOON L F, YI T Y, LEON T R, KAHN L F. Testing of a full-scale unreinforced masonry building following seismic strengthening [J]. Journal of Structural Engineering, 2007, 133(9): 1215–1226.

    Article  Google Scholar 

  3. National standard of the People’s Republic of China. Code for design of masonry structure (GB50003 — 2001) [S]. Bei**g: Chinese Construction Industry Press, 2002: 66–87.

    Google Scholar 

  4. VOON K C, INGHAM J M. Design expression for the in-plane shear strength of reinforced concrete masonry [J]. Journal of Structural Engineering, 2007, 133(5): 706–713.

    Article  Google Scholar 

  5. JAMES S, JEFF W, MICHAEL I. Failure mechanisms of polymer-reinforced concrete masonry walls subjected to blast [J]. Journal of Structural Engineering, 2005, 131(8): 1194–1205.

    Article  Google Scholar 

  6. ZHANG X D, SINGH S, BULL D K. Out-of plane performance of reinforced masonry walls with openings [J]. Journal of Structural Engineering, 2001, 127(1): 51–57.

    Article  Google Scholar 

  7. MESBAH A, MOREL J C, WALKER P. Development of a direct tensile test for compacted earth blocks reinforced with natural fibers [J]. Journal of Materials in Civil Engineering, 2004, 16(1): 95–98.

    Article  Google Scholar 

  8. GAVIN D W, MERVYN J K JASON M I. Shake table testing of post-tensioned concrete masonry walls with openings [J]. Journal of Structural Engineering, 2007, 133(11): 1551–1559.

    Article  Google Scholar 

  9. LIU Ming, HUANG Cheng-kui, SUN Hui-feng. Tests and research on the bond behavior of reinforcement and grout concrete [J]. Journal of Shenyang Jianzhu University: Natural Science, 2004, 20(4): 257–260. (in Chinese)

    Google Scholar 

  10. LIU Ming, HUANG Cheng-kui, SUN Hui-feng, CHENG Yun. Study of reliability and behavior of reinforced bond in grout block masonry [J]. Journal of Dalian University of Technology, 2005, 45(6): 837–841. (in Chinese)

    Google Scholar 

  11. YE Mei-xin, HUANG Qiong, WU Qin-qin. Analysis of steel-concrete composite structure with overlap slab of **ngguang bridge [J]. Journal of Central South University of Technology, 2007, 14(1): 120–124.

    Article  Google Scholar 

  12. GUO Zhang-gen, SUN Wei-min, CAO Shuang-yan. Experimental study on bond-slip behavior between FRP and concrete [J]. China Civil Engineering Journal, 2007, 40(3): 1–5. (in Chinese)

    Google Scholar 

  13. YAO J, TENG J G, CHEN J F. Experimental study on FRP-to concrete bonded joints [J]. Composites—part B: Engineering, 2005, 36(2): 99–113.

    Article  Google Scholar 

  14. LU X Z, TENG J G, YE L P. Bond-slip models for FRP sheets/plates externally bonded to concrete [J]. Engineering Structures, 2005, 27(6): 938–950.

    Article  Google Scholar 

  15. DING Fa-xing, YU Zhi-wu. Behavior of concrete and concrete-filled circular steel tubular stub columns at constant high temperatures [J]. Journal of Central South University of Technology, 2007, 14(6): 726–732.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

  1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 110023, China

    Yi Zheng  (郑 怡)

  2. School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China

    Yi Zheng  (郑 怡), Ming Liu  (刘 明), **g-hai Zhou  (周静海) & Bing Wang  (王 冰)

Authors
  1. Yi Zheng  (郑 怡)
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Ming Liu  (刘 明)
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. **g-hai Zhou  (周静海)
    View author publications

    You can also search for this author in PubMed Google Scholar

  4. Bing Wang  (王 冰)
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Yi Zheng  (郑 怡).

Additional information

Foundation item: Project(2006BAJ03A01-05) supported by National Science and Technology Pillar Program during the 11th Five-Year Plan Period of China; Project (JG200705) supported by Key Laboratory of Structural Engineering of Shenyang Jianzhu University, China

Rights and permissions

Reprints and permissions

About this article

Cite this article

Zheng, Y., Liu, M., Zhou, Jh. et al. Bonding stress—slip constitutive behavior between bars and grout concrete. J. Cent. South Univ. Technol. 16, 841–844 (2009). https://doi.org/10.1007/s11771-009-0139-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11771-009-0139-7

Key words

Search

Navigation