Experimental study on creep behavior of high-strength concrete filled steel tubular (HSCFST) columns-Reference-Cited by-同舟云学术

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Experimental study on creep behavior of high-strength concrete filled steel tubular (HSCFST) columns

Published:2024-07 Issue: Volume:20 Page:e02690
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Huang Yonghui,Fu Jiyang,Wang Ronghui,Rao Rui,Ma Niujing

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference44 articles.

1. Role of silica fume on hydration and strength development of ultra-high performance concrete;Xi;Constr. Build. Mater.,2022

2. Effect of shrinkage-mitigating materials on performance of fiber-reinforced concrete – an overview;Kamran;Constr. Build. Mater.,2021

3. Optimized mix design for 180 MPa ultra-high-strength concrete;Shin;J. Mater. Res. Technol.,2019

4. Design of concrete filled tubular beam-columns with high strength steel and concrete;Richard Liew;Structures,2018

5. Axial performance of short concrete filled steel tubes with high- and ultra-high- strength materials;Xiong;Eng. Struct.,2017

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. MATHEMATICAL MODELING OF RELAXATION PROCESS IN CONCRETE;International Journal for Computational Civil and Structural Engineering;2024-06-28

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