Flexural capacity and serviceability evaluation on seawater sea-sand concrete beams reinforced by BFRP bars and TRE composite in the dry-wet environment-Reference-Cited by-同舟云学术

Flexural capacity and serviceability evaluation on seawater sea-sand concrete beams reinforced by BFRP bars and TRE composite in the dry-wet environment

Published:2024-01 Issue: Volume:59 Page:105802
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zongni Yuhao,Yin Shiping^ORCID,Wang Luchen

Funder

Jiangsu Provincial Key Research and Development Program

Jiangsu Province Science and Technology Bureau

National Natural Science Foundation of China

China University of Mining and Technology

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

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4. Hua Yuntao, Yin Shiping, Peng Zhangtao. Crack development and calculation method for the flexural cracks in seawater sea-sand concrete (SWSSC) beams reinforced with BFRP bars[J]. Construction and Building Materials, 2020, 255:119328. https://doi.org/10.1016/j.conbuildmat.2020.119328.

5. Bearing behavior and serviceability evaluation of seawater sea-sand concrete beams reinforced with BFRP bars[J];Hua;Constr Build Mater,2020

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