Study on compressive stress-strain relationship of ultra-high performance concrete with coarse aggregates under and after high temperatures-Reference-Cited by-同舟云学术

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Study on compressive stress-strain relationship of ultra-high performance concrete with coarse aggregates under and after high temperatures

Published:2024-08 Issue: Volume:440 Page:137383
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Xue Congcong^ORCID,Xu Haoming,Yu Min,Mao Xiaoyong,Ding Xiaoyan,Ye Jianqiao

Publisher

Elsevier BV

Reference42 articles.

1. Influence of fibers on fresh and hardened properties of ultra high performance concrete (UHPC)—a review;Ravichandran;J. Build. Eng.,2022

2. Multi-scale analysis on the tensile properties of UHPC considering fiber orientation;Yu;Compos. Struct.,2022

3. Direct shear strength of UHPC considering size effect: theoretical model and experimental verification;Pan;J. Build. Eng.,2023

4. A state-of-the-art review on high temperature resistance of lightweight aggregate high-strength concrete;Bao;J. Build. Eng.,2023

5. Influence of high temperature on the mechanical properties of hybrid fibre reinforced normal and high strength concrete;Varona;Constr. Build. Mater.,2018

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence mechanism of further hydration on the compressive strength of ultra-high performance concrete with coarse aggregates;Construction and Building Materials;2024-10

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