Experimental bond behavior of deformed rebars in half-grouted sleeve connections with insufficient grouting defect-Reference-Cited by-同舟云学术

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Experimental bond behavior of deformed rebars in half-grouted sleeve connections with insufficient grouting defect

Published:2018-10 Issue: Volume:185 Page:264-274
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Xu Feng^ORCID,Wang Kai,Wang Shuguang,Li Weiwei,Liu Weiqing,Du Dongsheng

Funder

National Key Research and Development Program of China

National Basic Research Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference29 articles.

1. Experimental research on seismic behavior of unbonded precast reinforced concrete frame;Han;Syst. Eng. Procedia,2011

2. Seismic performance of a precast reinforced concrete wall with cut-out opening retrofitted using carbon fiber strips;Fofiu;J. Appl. Eng. Sci.,2015

3. Seismic design of friction-damped precast concrete frame structures;Morgen;J. Struct. Eng.,2007

4. Use of precast concrete walls for blast protection of steel stud construction;Naito;J. Perform. Constr. Fac.,2007

5. Performance assessment of precast concrete segmental bridge columns with a shear resistant connecting structure;Kim;Eng. Struct.,2010

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3. Inspection method of the corrosion rate for underwater grouting sleeves by integrating ultrasonic data augmentation and interpretable ensemble learning;Measurement;2024-09

4. Seismic performance evaluation of prefabricated concrete shear walls with anchorage defects;Engineering Structures;2024-09

5. Experimental investigation of uncertain factors on the mechanical properties of half-grouted sleeve connected with large-diameter high-strength reinforcement;Journal of Building Engineering;2024-07

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