Compression behavior of ultra-high performance concrete (UHPC) confined with high-strength rectilinear ties-Reference-Cited by-同舟云学术

Compression behavior of ultra-high performance concrete (UHPC) confined with high-strength rectilinear ties

Published:2021-12-13 Issue:1 Volume:22 Page:
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archiv.Civ.Mech.Eng

Author:

Chang Wei,Zheng Wenzhong,Hao Meijing

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s43452-021-00352-x.pdf

Reference43 articles.

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2. Shi CJ, Wu ZM, Xiao JF, Wang DH, Huang ZY, Fang ZF. A review on ultra-high performance concrete: part I. Raw materials and mixture design. Constr Build Mater. 2015;101(1):741–51.

3. Nematollahi B, Saifulnaz MRR, Jaafar MS, Voo YL. A review on ultra high performance ‘ductile’ concrete (UHPdC) technology. Int J Comput Civ Struct Eng. 2012;2(3):1003–18.

4. Hoang AL, Fehling E, Lai B. Experimental study on structural performance of UHPC and UHPFRC columns confined with steel tube. Eng Struct. 2019;187(5):457–77.

5. Deng ZC, Yao JS. Axial compression behavior of ultra-high performance concrete columns confined by high-strength stirrups. Acta Mater Compos Sin. 2020;37(10):2590–601.

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