Bond performance prediction model of defective grout in post-fire sleeve connections under cyclic loading-Reference-Cited by-同舟云学术

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Bond performance prediction model of defective grout in post-fire sleeve connections under cyclic loading

Published:2023-10 Issue: Volume:400 Page:132442
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Liu Qizhou,Li Jinzhou,Li Mingfa,Wu Xuankun,Li Yinchu,Zhang Lu

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference56 articles.

1. Splice sleeve for reinforcing bars: U.S. Patent 3,540,763[P]. 1970-11-17.

2. Grout-filled pipe splices for precast concrete construction;Einea;PCI J.,1995

3. Structural performance of grouted sleeve connectors with and without transverse reinforcement for precast concrete structure;Alias;Procedia Eng.,2013

4. Feasibility study of grouted splice connector under tensile load;Ling;Constr. Build. Mater.,2014

5. Tensile capacity of grouted splice sleeves;Ling;Eng. Struct.,2016

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Post-Fire Mechanical Properties of Half-Grouted Sleeve Connectors with Grouting Defects;Buildings;2024-05-16

2. Bond Performance of Seamless Steel Pipe Grouting Sleeves under Large-Deformation Repeated Tension and Compression after High Temperature;Buildings;2024-04-18

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