Computational Technology Resources - CCP

Paper VI.3

Study of Bond Strength Reliability of RC Beams

S.A. Mirza

Department of Civil Engineering, Lakehead University, Thunder Bay, Ontario, Canada

doi:10.4203/ccp.9.6.3

S.A. Mirza, "Study of Bond Strength Reliability of RC Beams", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 203-208, 1989. doi:10.4203/ccp.9.6.3

Abstract

The effects of variabilities of the constituent material strengths and steel placement properties on the variations in the short term ultimate bond strength of bottom tension reinforcing bars in concrete beams were studied. The beams were assumed to be cast-in-place and represented an average quality of construction. The concrete cover, the amount of stirrup reinforcement, and the size of flexural steel influenced the variations in bond strength.

purchase the full-text of this paper (price £20)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £78 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 9/10 PROCEEDINGS OF THE FOURTH INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper VI.3 Study of Bond Strength Reliability of RC Beams S.A. Mirza Department of Civil Engineering, Lakehead University, Thunder Bay, Ontario, Canada doi:10.4203/ccp.9.6.3 purchase the full-text of this paper Full Bibliographic Reference for this paper S.A. Mirza, "Study of Bond Strength Reliability of RC Beams", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 203-208, 1989. doi:10.4203/ccp.9.6.3 Abstract The effects of variabilities of the constituent material strengths and steel placement properties on the variations in the short term ultimate bond strength of bottom tension reinforcing bars in concrete beams were studied. The beams were assumed to be cast-in-place and represented an average quality of construction. The concrete cover, the amount of stirrup reinforcement, and the size of flexural steel influenced the variations in bond strength. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £78 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions