Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact-Reference-Cited by-同舟云学术

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Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact

Published:2024-10 Issue:5 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mi Yongtao¹,Wang Weiqiang²,Yu Yang³

Affiliation:

1. Ph.D. Candidate, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China.

2. Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

3. Research Fellow, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4470

Reference43 articles.

1. Analytical and Finite-Element Modeling of FRP-Concrete-Steel Double-Skin Tubular Columns

2. Performance of hollow-core FRP–concrete–steel bridge columns subjected to vehicle collision

3. AS (Australian Standard). 2014. Methods of testing concrete—Method 9: Determination of the compressive strength of concrete specimens. AS 1012.9. Sydney, NSW, Australia: Australian Standard.

4. ASTM. 2017. Standard test method for determining tensile properties of fiber reinforced polymer matrix composites used for strengthening of civil structures. ASTM D7565/D7565M. West Conshohocken, PA: ASTM.

5. Residual strength of blast damaged reinforced concrete columns

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