Shear behaviours of steel-HSFRC welded stud and perfobond rib connectors under static push-out experiments-Reference-Cited by-同舟云学术

Shear behaviours of steel-HSFRC welded stud and perfobond rib connectors under static push-out experiments

Published:2023-08 Issue: Volume:54 Page:1101-1113
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Wu Fangwen,Tang Wenlong^ORCID,Liu Shuo,Fan Zhou,Yang Fei^ORCID

Funder

Fundamental Research Funds for the Central Universities

Natural Science Basic Research Program of Shaanxi Province

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference46 articles.

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3. Static behaviour of stud shear connectors in high-strength-steel–UHPC composite beams;Tong;Eng Struct,2020

4. Push-out test on the one end welded corrugated-strip connectors in steel-connectors in steel-concrete-steel sandwich structure;Yousefi;Steel Compos Struct,2017

5. Finite element model for interlayer behavior of double skin steel-concrete-steel sandwich structure with corrugated-strip shear connectors;Yousefi;Steel Compos Struct,2018

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1. Data-driven shear capacity analysis of headed stud in steel-UHPC composite structures;Engineering Structures;2024-12

2. Experimental study on shear performance of perfobond steel plate in ultra-high performance concrete (UHPC)-normal concrete (NC) connection;Structures;2024-08