Behavior of steel and concrete composite beams with a newly puzzle shape of crestbond rib shear connector: an experimental study-Reference-Cited by-同舟云学术

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Behavior of steel and concrete composite beams with a newly puzzle shape of crestbond rib shear connector: an experimental study

Published:2016-12-25 Issue:6 Volume:60 Page:1001-1019
ISSN:1225-4568
Container-title:Structural Engineering and Mechanics
language:en
Short-container-title:Structural Engineering and Mechanics

Author:

Le Van Phuoc Nhan,Bui Duc Vinh,Chu Thi Hai Vinh,Kim In-Tae,Ahn Jin-Hee,Dao Duy Kien

Publisher

Techno-Press

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of flange widths of T-type PBL shear connectors on the mechanical performance in negative bending moment region of steel-concrete composite beams;Structures;2024-08

2. Flexural and shear behavior of steel-UHPC composite beams: a review;Engineering Structures;2023-10

3. Effect of silicone rubber-sleeve mounted on shear studs on shear stiffness of steel-concrete composite structures;STEEL COMPOS STRUCT;2022

4. Application of a newly puzzle shaped crestbond rib shear connector in composite beam using inverted T steel girder: An experimental study;STRUCT ENG MECH;2021

5. Mathematical modelling and numerical study for buckling study in concrete beams containing carbon nanotubes;ADV CONCR CONSTR;2021

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