A Numerical and Theoretical Investigation of the Flexural Behavior of Steel–Ultra-High-Performance Concrete Composite Slabs

A Numerical and Theoretical Investigation of the Flexural Behavior of Steel–Ultra-High-Performance Concrete Composite Slabs

The steel–Ultra-High-Performance concrete (UHPC) composite slab is a new type of structure made of steel and UHPC connected by pegs, and its flexural mechanical properties and related design methods need to be further investigated. Firstly, a detailed numerical model of the steel UHPC composite slab...

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Bibliographic Details
Main Authors:	Changshui Li, Boyi Zhao, Dawei Hao, Xiaolong Gao, Hao Bian, Xuanzheng Zhang
Format:	Article
Language:	English
Published:	MDPI AG 2025-01-01
Series:	Buildings
Subjects:	ultra-high-performance concrete (UHPC) steel–UHPC composite slab flexural behavior numerical analysis calculation method
Online Access:	https://www.mdpi.com/2075-5309/15/2/166
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