Experimental and numerical study on behavior of demountable shear connectors in sustainable reinforced concrete beam-slab

Author:

Li WeiORCID,Fan Haitao,Jiang Huaming,Lin Xuchuan,Chen Lianmeng,Liu Jicheng,Lv Hui

Publisher

Elsevier BV

Reference51 articles.

1. Experimental study of deconstructable bolt shear connectors subjected to cyclic loading;Chiniforush;J. Constr. Steel Res.,2021

2. Experimental and numerical analysis of grouped stud shear connectors embedded in HFRC;He;Constr. Build. Mater.,2020

3. Experimental and numerical analysis of blast response of high strength fiber reinforced concrete slabs;Luccioni;Eng. Struct.,2018

4. Study of the behavior and resistance of right-angle truss shear connector for composite steel concrete beams;Lima;Eng. Struct.,2022

5. Experimental study on long-term performance of steel-concrete composite bridge with an assembled concrete deck;Huang;Constr. Build. Mater.,2019

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