Numerical Study on Minimum Shear Connection Ratio of Tie-Bars in Steel Plate–Concrete Composite Beams Subjected to Out-of-Plane Cyclic Loading

Numerical Study on Minimum Shear Connection Ratio of Tie-Bars in Steel Plate–Concrete Composite Beams Subjected to Out-of-Plane Cyclic Loading

The failure modes of tie-bars under monotonic loading and cyclic loading are ductility and brittleness, respectively. They can significantly affect the design for tie-bars in a steel plate–concrete (SC) composite structure. A 3D finite element model of a SC composite beam was developed and verified...

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Bibliographic Details
Main Authors: Bing Lu, Cuihua Li, Cong Liu, Lanhui Guo
Format: Article
Language:English
Published: MDPI AG 2022-02-01
Series:Applied Sciences
Subjects:
SC composite beam
interfacial shear distribution
tie-bar
minimum shear connection ratio
cyclic loading
design method
Online Access:https://www.mdpi.com/2076-3417/12/4/1820

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