Experimental Study on Early-Age Cracking Behavior of Hooked-End Steel Fiber–Reinforced Concrete under Different Curing Temperatures-Reference-Cited by-同舟云学术

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Experimental Study on Early-Age Cracking Behavior of Hooked-End Steel Fiber–Reinforced Concrete under Different Curing Temperatures

Published:2024-10 Issue:10 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kang Jiacheng¹,Shen Dejian²^ORCID,Shao Haoze¹,Huang Quan¹,Liu Xingzuo¹

Affiliation:

1. Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China.

2. Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Jiangsu Engineering Research Center for Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China; Nanjing Engineering Research Center for Prefabricated Construction, No. 1, Xikang Rd., Nanjing 210098, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17246

Reference68 articles.

1. Pull-out behaviour of straight and hooked-end steel fibres under elevated temperatures

2. Analysis and modelling of mechanical anchorage of 4D/5D hooked end steel fibres

3. Understanding the effects of hooked-end steel fibre geometry on the uniaxial tensile behaviour of self-compacting concrete

4. High-performance fiber-reinforced concrete: a review

5. Mechanical and physical characterisation of steel fibre reinforced self-compacting concrete: Different aspect ratios and volume fractions of fibres

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