A Comprehensive Study of the Seismic Requirements for Bond between Concrete and Reinforcing Steel

Khair Al Deen Isam Bsisu; Yasser Hunaiti

doi:10.4028/www.scientific.net/AMR.446-449.490

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449A Comprehensive Study of the Seismic Requirements...

A Comprehensive Study of the Seismic Requirements for Bond between Concrete and Reinforcing Steel

Abstract:

In this paper the nature of bond stresses are studied for different regions of reinforced concrete elements subjected to flexure and shear, various literature articles on the subject are reviewed and the seismic effect for bond and development length is discussed.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

490-493

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.490

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Online since:

January 2012

Authors:

Khair Al Deen Isam Bsisu, Yasser Hunaiti

Keywords:

Bond, Development Length, Reinforced Concrete (RC), Reinforcing Steel, Seismic Design

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References

[1] J.C. McCormac and R.H. Brown, Design of Reinforced Concrete, 8th ed. Wiley, 2009.

Google Scholar

[2] N.S. Armouti, Earthquake Engineering, 1st ed., Al-Rai', 2004.

Google Scholar

[3] R. Park and T. Paulay, Reinforced Concrete Structures, 1st ed., John Wiley, (1975)

Google Scholar

[4] Chu-Kia Wang and Charles G. Salmon, Reinforced Concrete Design, 4th ed., Haper & Raw, (1985)

Google Scholar

[5] Edward G. Nawy, Reinforced Concrete, 1st ed., Printice Hall, (1985)

Google Scholar

[6] Charles E. Reynolds and James Steedman, Reinforced Concrete Designers Handbook, 9th ed., Viewpoint, (1981)

Google Scholar

[7] A.M. Neville, Properties of Concrete, 2nd ed., Pitman, (1978)

Google Scholar

[8] George Winter and Arther Nilson, Design of Concrete Structures, 9th ed., McGraw Hill

Google Scholar

[9] Phil M. Ferguson, Reinforced Concrete Structures, 2nd ed., John Wiley and Sons, (1965)

Google Scholar

[10] Faisal M Hassan and Neil Hawkins, Prediction of Seismic Loading Anchorage Characteristics of Reinforced Bars, Reinforced Concrete Structures In Seismic Zones, ACI-53, 1st ed., ACI, (1978)

Google Scholar

[11] D.Z. Yankelevesky, Bond Action between concrete and a deformed bar, ACI Journal, No. 2, V. 82, March-April (1985)

Google Scholar

[12] James D. Copley and Edwin G. Burdette, Behavior of Steel to Concrete Anchorage in high Moment Regions, ACI Journal, No. 2, V. 82, March-April (1985)

Google Scholar

[13] Emroy L. Kemp, Bond in Reinforced Concrete, ACI Journal, No. 1, V. 83, Jan.-Feb. (1986)

Google Scholar

[14] T. Uneda, I. Lin and N.M. Hawkins, Beam-Bar Anchorage In Exterior Column Beam Connections, ACI Journal, No. 3, V. 83, May-June (1986)

DOI: 10.14359/10442

Google Scholar

[15] Somaysji and Shah, Bond stress versus slip relationship and cracking response, ACI Journal, No. 3, V. 78, May-June (1981)

Google Scholar

[16] K. Lukose, P. Geregely and R.N. White, Behavior Of Reinforced Concrete Lapped Splices for Inelastic cyclic Loading, ACI Journal, No. 5, V. 79, Sept.-Oct. (1982)

DOI: 10.14359/10912

Google Scholar