Tensile behavior of half grouted sleeve connection at elevated temperatures-Reference-Cited by-同舟云学术

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Tensile behavior of half grouted sleeve connection at elevated temperatures

Published:2018-07 Issue: Volume:176 Page:259-270
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhang Wangxi^ORCID,Deng Xi,Zhang Jinyi,Yi Weijian

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference35 articles.

1. Technical Specification for Precast Concrete Structures;JGJ1-2014,2014

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

3. A study of Pipe Splice Sleeves for Use in Precast Beam-column Connections;Kim,2000

4. Parametric Study of Steel Grouted Splice Sleeve with Integrated Double Springs Under Axial Tension;Goh,2009

5. Bond strength of mortar-filled steel pipe splices reflecting confining effect;Kim;J. Asian Archit. Build. Eng.,2012

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1. Comparison of tensile mechanical properties of half grouted sleeve connection at elevated and post-elevated temperature: An experimental study;Construction and Building Materials;2024-06

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

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

4. Seismic performance of precast multi-segment columns with grouted sleeves: Experimental and numerical investigations;Engineering Structures;2024-02

5. Linkage Performance and Design Method of the Multidirectional Deviation Adjustment Rebar Connector;2024

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