Flexural behavior of ultra-high performance concrete (UHPC) shaped thin-plate ribbed staircases: an experimental and numerical study-Reference-Cited by-同舟云学术

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Flexural behavior of ultra-high performance concrete (UHPC) shaped thin-plate ribbed staircases: an experimental and numerical study

Published:2024-01-18 Issue:1 Volume:57 Page:
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Shan Yingjie,Gong Yongzhi,Wang Yi,Zhou Quan,Li Xinxing,Ding Faxing,Kuang Yachuan

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province

Fundamental Research Funds for Central Universities of the Central South University

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1617/s11527-023-02282-x.pdf

Reference37 articles.

1. Marchand P, Baby F, Khadour A et al (2016) Bond behaviour of reinforcing bars in UHPFRC. Mater Struct 49:1979–1995

2. Hamoda A, Hossain KMA, Sennah K et al (2017) Behavior of composite high performance concrete slab on steel I-beams subjected to static hogging moment. Eng Struct 140:51–65

3. Vlach T, Řepka J, Hájek J et al (2020) Cohesion test of a single impregnated Ar-glass roving in high-performance concrete. Civil Eng J 3:358–369

4. Cusson D, Lounis Z, Daigle L (2010) Benefits of internal curing on service life and life-cycle cost of high-performance concrete bridge decks—a case study. Cement Concrete Comp 32(5):339–350

5. Dobruský S (2017) Reliability-based code calibration applied to thin elements made of UHPFRC. Mater Struct 50:184

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