Effect of Casting Temperature on Bond Stress of Reinforced Concrete Structure

α
Bappa Kumar Paul
Bappa Kumar Paul
σ
Gopal Chandra Saha
Gopal Chandra Saha
ρ
Khokan Kumar Saha
Khokan Kumar Saha
Ѡ
Muhammad Harunur Rashid
Muhammad Harunur Rashid
α Khulna University of Engineering and Technology

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Effect of Casting Temperature on Bond Stress of Reinforced Concrete Structure

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Abstract

This study investigates the influence of mixing and curing temperature on bond behavior of reinforced concrete. The properties examined were compressive strength, splitting tensile strength and bond stress between reinforcing bar and adjacent concrete at three different mixing and curing temperatures (15 0 C, 30 0 C and 45 0 C). For measuring mechanical strength, cylindrical concrete specimens (100 mm dia. x 200 mm height) were prepared. Locally available materials were used to prepare these samples. Bond stress-slip relationship was observed to determine the mechanical properties of the interface between steel re-bars and concrete. Results of compression strength test shows that lower mixing and curing temperature exhibits higher early age strength and comparatively low long period strength in compare to high mixing and curing temperature. Interpretation of bond stress-slip relationship demonstrates that D15DC sample gives 27.4% more bond strength than D45DC sample and P15DC sample gives 38.5% more bond stress than P45DC sample. Average bond stress of deform bars displays 36% more than plain re-bars. This study contributes mainly to explore the bond behavior for different mixing and curing temperature and enlighten the matter that hot environmental condition has great impact bond strength of reinforced concrete structure.

References

15 Cites in Article
  1. (1992). ACI 306R-88, Hot Weather Concreting, ACI Manual of Concrete Practice, Part 2.
  2. (1992). ACI 305R-91, Hot Weather Concreting, ACI Manual of Concrete Practice, Part 2.
  3. B Mahter (1987). Concrete and concrete structures.
  4. R Helmuth (1968). Structure and Rheology of Fresh Cement Paste.
  5. I Soroka (2004). Concrete in Hot Environments.
  6. Y Yamamoto,S Kobayashi (1986). Effect of temperature on the properties of super plasticized concrete.
  7. J Newman,B Choo (1998). Understanding Tourism. S. Medlik. Butterworth-Heinemann, Linacre House, Jordan Hill, Oxford OX2 8DP, England. 1997. 236p.
  8. Wheeler Road (2003). Unknown Title.
  9. W Price (1951). Factors Influencing Concrete Strength.
  10. P Klieger (1958). Effect of Mixing and Curing Temperature on Concrete Strength.
  11. (1952). Effect of initial curing temperatures on the compressive strength and durability of concrete.
  12. R Treece,J Jirsa (1989). Bond Strength of Epoxy-Coated Reinforcing Bars.
  13. C Girard,J Bastien (2002). Finite-Element Bond-Slip Model for Concrete Columns under Cyclic Loads.
  14. C Orangun,J Jirsa,J Breen (1997). A Reevaulation of Test Data on Development Length and Splices.
  15. M Alavi-Fard,H Marzouk (2002). Bond Behavior of High Strength Concrete Under Reversed Pull-out Cyclic Loading.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Bappa Kumar Paul. 2013. \u201cEffect of Casting Temperature on Bond Stress of Reinforced Concrete Structure\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 13 (GJRE Volume 13 Issue E2): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date

April 5, 2013

Language
en
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This study investigates the influence of mixing and curing temperature on bond behavior of reinforced concrete. The properties examined were compressive strength, splitting tensile strength and bond stress between reinforcing bar and adjacent concrete at three different mixing and curing temperatures (15 0 C, 30 0 C and 45 0 C). For measuring mechanical strength, cylindrical concrete specimens (100 mm dia. x 200 mm height) were prepared. Locally available materials were used to prepare these samples. Bond stress-slip relationship was observed to determine the mechanical properties of the interface between steel re-bars and concrete. Results of compression strength test shows that lower mixing and curing temperature exhibits higher early age strength and comparatively low long period strength in compare to high mixing and curing temperature. Interpretation of bond stress-slip relationship demonstrates that D15DC sample gives 27.4% more bond strength than D45DC sample and P15DC sample gives 38.5% more bond stress than P45DC sample. Average bond stress of deform bars displays 36% more than plain re-bars. This study contributes mainly to explore the bond behavior for different mixing and curing temperature and enlighten the matter that hot environmental condition has great impact bond strength of reinforced concrete structure.

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Effect of Casting Temperature on Bond Stress of Reinforced Concrete Structure

Bappa Kumar Paul
Bappa Kumar Paul Khulna University of Engineering and Technology
Gopal Chandra Saha
Gopal Chandra Saha
Khokan Kumar Saha
Khokan Kumar Saha
Muhammad Harunur Rashid
Muhammad Harunur Rashid

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