Tension Lap Splices Strengthened with Ultrahigh-Performance Fiber-Reinforced Concrete-Reference-Cited by-同舟云学术

Tension Lap Splices Strengthened with Ultrahigh-Performance Fiber-Reinforced Concrete

Published:2015-07 Issue:7 Volume:27 Page:04014206
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Dagenais Marc-André¹,Massicotte Bruno²

Affiliation:

1. Ph.D. Candidate, Civil, Geological and Mining Engineering Dept., Ecole Polytechnique of Montréal, P.O. Box 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7.

2. Professor, Civil, Geological and Mining Engineering Dept., Ecole Polytechnique of Montréal, P.O. Box 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001169

Reference17 articles.

1. Braike S. (2007). “Design of precast bridge elements made with high and ultrahigh-performance fiber reinforced concrete.” M.Sc. thesis Polytechnique Montreal QC Canada (in French).

2. Bond strength of black and epoxy-coated reinforcement—A theoretical approach;Cairns J.;ACI Mater. J.,1996

3. Bond strength of lap-spliced bars;Canbay E.;ACI Struct. J.,2005

4. Spacing of spliced bars in tension pull-out specimens;Chamberlin S. J.;J. Am. Concr. Inst.,1952

5. Lapped splices in reinforced concrete beams;Chinn J.;J. Am. Concr. Inst.,1955

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