Synergistic effects of steel fibres and expansive agent on steel bar-concrete bond-Reference-Cited by-同舟云学术

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Synergistic effects of steel fibres and expansive agent on steel bar-concrete bond

Published:2019-11 Issue: Volume:104 Page:103380
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Li L.G.,Chen Z.P.,Ouyang Y.,Zhu J.,Chu S.H.^ORCID,Kwan A.K.H.

Funder

National Natural Science Foundation of China

Featured and Innovative Project for Colleges and Universities of Guangdong Province

Pearl River S&T Nova Program of Guangzhou City

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference49 articles.

1. Task Group 2.5-Bond Models, Bond of Reinforcement in Concrete: State-Of-Art Report;International Federation for Structural Concrete,2000

2. Reinforced Concrete Design;Wang,1979

3. Seismic Design of Reinforced Concrete and Masonry Buildings;Paulay,1992

4. Reinforced Concrete: Mechanics and Design;Wight,2011

5. Effect of increased tensile strength and toughness on reinforcing-bar bond behavior;Krstulovic-Opara;Cement Concr. Compos.,1994

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1. Bond properties of deformed steel bars coated with quartz sand modified enamel in concrete under both monotonic and reversed cyclic loading;Engineering Structures;2024-10

2. Bond properties of GFRP bar embedded in marine concrete subjected to sustained loads;Construction and Building Materials;2024-08

3. Strain-hardening ultra-high performance concrete (UHPC) with hybrid steel and ultra-high molecular weight polyethylene fibers;Construction and Building Materials;2024-08

4. Corrosion Resistance and Bond Strength of Silica Particle Modified Enamel Coated Smooth and Deformed Steel Bars;Journal of Materials in Civil Engineering;2024-07

5. Bond performance between hybrid fiber-reinforced concrete and BFRP bars under freeze-thaw cycle;PLOS ONE;2024-05-13

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