Bond strength of glass fiber reinforced polymer ribbed rebars in normal strength concrete-Reference-Cited by-同舟云学术

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Bond strength of glass fiber reinforced polymer ribbed rebars in normal strength concrete

Published:2009-02 Issue:2 Volume:23 Page:865-871
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Hao Qingduo,Wang Yanlei,He Zheng,Ou Jinping

Publisher

Elsevier BV

Subject

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

Reference15 articles.

1. American Concrete Institute. Guide for the design and construction of concrete reinforced with FRP bars. ACI 440.1R-06, Detroit (MI); 2006.

2. Design of reinforced concrete structures;Hassoun,1985

3. Bond strength improvement of reinforcing bars with specially designed rib geometries;Hamad;ACI Struct J,1995

4. Comparative bond strength of coated and uncoated bars with different rib geometries;Hamad;ACI Mater J,1995

5. Effect of deformation height and spacing on bond strength of reinforcing bars;Darwin;ACI Struct J,1993

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2. Effect of bar diameter on bond performance of helically ribbed GFRP bar to UHPC;Journal of Building Engineering;2024-08

3. Bond strength between ductile carbon/glass hybrid fibers-reinforced polymer bar and concrete through plate-type bond samples;Journal of Building Engineering;2024-08

4. Structural behavior of jointed precast concrete beams reinforced with GFRP bars;Engineering Structures;2024-07

5. Investigation of the application scope of bond strength empirical formulas for various FRP bars in concrete: A case study utilizing the safety probability value with a large test dataset;Case Studies in Construction Materials;2024-07

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