Residual flexural capacity of corroded reinforced concrete beams after exposure to fire

Ba, Guangzhong; Wu, Weijian; Liu, Caiwei; Liu, Hao; Miao, Jijun

doi:10.1016/j.istruc.2024.105991

Structures

2024

DOI: 10.1016/j.istruc.2024.105991

|View full text |Cite

Residual flexural capacity of corroded reinforced concrete beams after exposure to fire

Guangzhong Ba,

Weijian Wu,

Caiwei Liu

et al.

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2024

Publication Types

Select...

Article5

Relationship

Self Cite0

Independent5

Authors

Journals

Cited by 6 publications

References 28 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

Comparative study on the compressive performance of NSC and HSC with preload under 24-hour high temperatures

Liu,

Zheng,

Wang

et al. 2024

Construction and Building Materials

View full text Add to dashboard Cite

Comparative study on the compressive performance of NSC and HSC with preload under 24-hour high temperatures

Liu,

Zheng,

Wang

et al. 2024

Construction and Building Materials

View full text Add to dashboard Cite

Experimental and analytical study on post-fire residual flexural behavior of corroded reinforced concrete beams after various cooling methods

Liu,

Yang,

Wang

et al. 2024

Engineering Structures

View full text Add to dashboard Cite

Bending performance of lightweight aggregate concrete beam subjected to reinforcement corrosion: Experimental and numerical study

Liu,

Wu,

Liu

et al. 2024

Structures

View full text Add to dashboard Cite

scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.

Contact Info

customersupport@researchsolutions.com

10624 S. Eastern Ave., Ste. A-614

Henderson, NV 89052, USA

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.

Blog Terms and Conditions API Terms Privacy Policy Contact Cookie Preferences Do Not Sell or Share My Personal Information

Made with 💙 for researchers

Part of the Research Solutions Family.

Residual flexural capacity of corroded reinforced concrete beams after exposure to fire

Cited by 6 publications

References 28 publications

Comparative study on the compressive performance of NSC and HSC with preload under 24-hour high temperatures

Comparative study on the compressive performance of NSC and HSC with preload under 24-hour high temperatures

Experimental and analytical study on post-fire residual flexural behavior of corroded reinforced concrete beams after various cooling methods

Bending performance of lightweight aggregate concrete beam subjected to reinforcement corrosion: Experimental and numerical study

Contact Info

Product

Resources

About