Experimental and numerical investigation of bond behavior between geopolymer based ultra-high-performance concrete and steel bars-Reference-Cited by-同舟云学术

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Experimental and numerical investigation of bond behavior between geopolymer based ultra-high-performance concrete and steel bars

Published:2022-08 Issue: Volume:345 Page:128220
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Yang Ting,Xu Shenchun,Liu Zhongxian,Li Jun,Wu Pengtao,Yang Yekai,Wu Chengqing

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

Guangzhou Science and Technology Program key projects

Tianjin Science and Technology Program

Publisher

Elsevier BV

Subject

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

Reference46 articles.

1. Engineering properties of inorganic polymer concretes (IPCs);Sofi;Cem. Concr. Res.,2007

2. Durability of fly ash based geopolymer concrete in the presence of silica fume.;Okoye;J. Cleaner Prod.,2017

3. Effect of elevated temperatures on geopolymer paste, mortar and concrete;Kong;Cem. Concr. Res.,2010

4. Comparative performance of geopolymers made with metakaolin and fly ash after exposure to elevated temperatures;Kong;Cem. Concr. Res.,2007

5. Brief review of development of geopolymer concrete;Hardjito,2004

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1. Bond performance and constitutive model of steel bar in G-UHPC under cyclic loading;Engineering Structures;2024-10

2. Experimental and theoretical study on the bonding property between PC steel bar and concrete under monotonic and cyclic loading;Construction and Building Materials;2024-08

3. Bond performance of corroded rebars in sustainable alkali-activated slag-based concrete incorporating steel fibers;Journal of Building Engineering;2024-05

4. Effect of chloride ion migration behaviour on the microstructure and mechanical properties of ultra-high performance concrete: A review;Journal of Building Engineering;2024-04

5. Three-dimensional meso-scale modelling of geopolymer-based ultra-high performance concrete (G-UHPC) with ceramic ball coarse aggregates under projectile impact;Structures;2024-03

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