Vertical shear capacity of steel–normal concrete-UHPC composite slabs with steel ribs in the cantilever-Reference-Cited by-同舟云学术

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Vertical shear capacity of steel–normal concrete-UHPC composite slabs with steel ribs in the cantilever

Published:2024-06 Issue: Volume:64 Page:106541
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Liu Chao,Guo Songsong

Publisher

Elsevier BV

Reference27 articles.

1. Technological development and engineering applications of novel steel-concrete composite structures;Nie;Front Struct Civ Eng,2019

2. Study on mechanical performance of composite beam with innovative composite slabs;Yang;Steel Compos Struct,2016

3. Contribution of perforated steel ribs to load-carrying capacities of steel and concrete composite slabs under negative bending;Xu;Adv Struct Eng,2018

4. Recent trends in ultra-high performance concrete (UHPC): Current status, challenges, and future prospects;Amran;Constr Build Mater,2022

5. Ultra-high Performance Concrete UHPC;Fehling,2014

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