Bond-slip model for rebar mounted to high-strength grouting material-Reference-Cited by-同舟云学术

Bond-slip model for rebar mounted to high-strength grouting material

Published:2023-09 Issue: Volume:74 Page:106794
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Jia Junfeng,Zhao Nannan,Bai Yulei,Du Xiuli,Yang Kai,Yang Dahai

Funder

National Natural Science Foundation of China

Natural Science Foundation of Beijing Municipality

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference36 articles.

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3. Application of Accelerated Bridge Construction Connections in Moderate-To-High Seismic Regions;Marsh,2011

4. Experimental study on bond performance between rebar and grout and confinement effects of grouted sleeve connections;Han;Construct. Build. Mater.,2022

5. Evaluation of Grout-Filled Mechanical Splices for Precast Concrete construction[R];Jansson,2008

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3. Experimental study on bond-slip behavior of vertical connecting rebar in the horizontal joints of double- superimposed shear wall;Journal of Building Engineering;2024-06

4. Heterogeneous distribution of lightweight porous ceramic sands in a high strength cement grout;Construction and Building Materials;2023-12