Bond strength of deformed bards in tension
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Bond strength of deformed bards in tension by G. C. Reynolds

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Published by Cement and Concrete Association in Wexham Springs, Slough .
Written in


  • Bars (Engineering),
  • Concrete beams,
  • Horizontal bar,
  • Deformations (Mechanics)

Book details:

Edition Notes

Bibliography: p. 23.

StatementG.C. Reynolds.
SeriesTechnical reports (Cement and Concrete Association) -- 548
ContributionsCement and Concrete Association.
LC ClassificationsTA660B3 R4 1982
The Physical Object
Pagination23 p. :
Number of Pages23
ID Numbers
Open LibraryOL19839153M
ISBN 100721012558

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bond strength of deformed bars in tension Thirty-nine beams have been tested giving results which agree well with a theoretical lower bound to bond strength. It is found that laps and single-bar anchorages behave similarly and that the contribution of transverse reinforcement may not be related to the yield stress of the reinforcement. Therefore, in the second attempt, the proposed bond strength in Table 6 (referring to case 25 Cited by: 7. tension ranged between 90% to % of the bond strength obtai ned from beam splice specimens with the same geometrical configuration [28, 29]. Consequently, it gives a lower limit of the expected bond. Tensile testing also known as tension testing,is a fundamental materials science test in which a sample is subjected to a controlled tension until failure. Properties that are directly measured via a tensile test are ultimate tensile strength maximum elongation and reduction in area.3/5(8).

The size-effect on bond strength between deformed bars and concrete is investigated using pullout and lap splice tests. The specimen parameters include bar diameter (up to 52 mm), rib shape, cover thickness, and the presence/absence of confining by: The research discussed herein focused on assessing the bond strength of deformed reinforcing steel in UHPC. Deformed reinforcing steel, including ASTM A Grade 60 uncoated No. 5 bar and epoxy coated No. 5 and No.8 bars and ASTM A Grade No.4, No.5, and No.7 bars, were tested. Currently, there is limited research on the effect of reinforcing bar contamination on the bond between the deformed steel reinforcing bar and concrete. Because of this lack of data, specifications are conservative and require the removal of the contaminant. Inspectors often cite ACI The strength of bonds of deformed bars In addition, the calculated strength of bonds of deformed bars should be 40 to 80 % higher than that of plain round bars of same nominal size. Tor steel possesses the strength of to times of mild steel in compression as well as in tension, whereas it costs only 10% more than mild steel.

  A new type test beam was used to place the development length of the bar in a negative moment region such that the maximum steel stress and average bond stress could be calculated. Bars were high strength steel, yield point of 75 kips per sq in. of #3, #7, and #ll size with and without stirrups. bond strength. An increase in the stirrup confinement delayed the onset of bond deterioration and enhanced the bond strength, as observed in the experimental tests. The effects of the confinement were progressively lost with cover cracking, as the confining action of the stirrups couldn’t be transferred to the bar. 0 5 10 15 20 25 evaluation of bond strength between repair material and substrate at the interface. Many factors such as surface roughness, existence of micro cracks, compaction, curing etc influence the bond strength. The quality assurance of the bond strength requires test methods that can quantify the bond strength as well as identify the failure mode. Reinforced Concrete steel, bond, strength, bars, stresses, materials and construction Page: 1 2 3. REINFORCED CONCRETE Object of Reinforcement.—Conerete and steel are frequently combined in structural work in two distinct types of construction: 1. Structural Jlenth'rs of Steel Encased in this type of construction, the steel member is designed.