Mechanical behavior of grouted sleeve connection for rebars in precast concrete structures and reliability analysis considering the ratio of anchorage length to rebar diameter-Reference-Cited by-同舟云学术

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Mechanical behavior of grouted sleeve connection for rebars in precast concrete structures and reliability analysis considering the ratio of anchorage length to rebar diameter

Published:2024-07 Issue: Volume:20 Page:e02883
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Zhao Yong,Zhang Haipeng,Pan Zuanfeng,Li Guozhen

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference35 articles.

1. Cyclic response of precast concrete shear walls with reduced grouted sleeves or corrugated metallic duct splices;Xue;Case Stud. Constr. Mater.,2023

2. Numerical study on the influence of geometric parameters on mechanical properties of tapered head grouted sleeve joints;Chen;Case Stud. Constr. Mater.,2022

3. Bond behavior of spirally confined splice of deformed bars in grout;Hosseini;Constr. Build. Mater.,2015

4. Study of effects of sleeve grouting defects on the seismic performance of precast concrete shear walls;Xiao;Eng. Struct.,2021

5. Development and validation of a defect detection and repair method for half grouted sleeve connection;Xie;Case Stud. Constr. Mater.,2022

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