Mechanism and Design Method of Load Transfer into Concrete-Filled Steel Tubular Arch Ribs through Perfobond-Rib-Shear Connectors
Author:
Affiliation:
1. School of Highway, Chang’an University, Xi’an 710064, China
2. School of Civil Engineering, Chongqing University, Chongqing 400044, China
3. Engineering Design and Research Institute of CCCG Second Highway Engineering, Xi’an 710199, China
Abstract
Funder
National Natural Science Foundation of China
Overseas Students Science and Technology Activities Project Merit Funding in Shaanxi Province
China Postdoctoral Science Foundation
atural Science Basic Research Program of Shaanxi
Publisher
MDPI AG
Subject
Building and Construction,Civil and Structural Engineering,Architecture
Link
https://www.mdpi.com/2075-5309/13/3/807/pdf
Reference60 articles.
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3. Axial-load response of CFST stub columns with external stainless steel and recycled aggregate concrete: Testing, mechanism analysis and design;Zhang;Eng. Struct.,2022
4. A path dependent stress-strain model for concrete-filled-steel-tube column;Lai;Eng. Struct.,2020
5. A theoretical model for predicting mechanical properties of circular concrete-filled steel tube short columns;Gao;Structures,2022
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