Low-cycle fatigue behaviour of concrete-filled double skin steel tubular (CFDST) members for wind turbine towers-Reference-Cited by-同舟云学术

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Low-cycle fatigue behaviour of concrete-filled double skin steel tubular (CFDST) members for wind turbine towers

Published:2024-12 Issue: Volume:205 Page:112384
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Fan Jia-Hao,Wang Wen-Da^ORCID,Shi Yan-Li,Zheng Long

Publisher

Elsevier BV

Reference39 articles.

1. Experimental and numerical studies on the axial compression performance of hexagonal stiffened CFDST stub columns;Shen;Compos. Struct.,2023

2. Axial compressive behavior of square concrete-filled steel tube columns with high-strength steel fiber-reinforced concrete;Hu;Eng. Struct.,2023

3. Equivalent stress-strain models of components in high-strength concrete-filled circular steel tube columns;Hu;J. Constr. Steel Res.,2024

4. Testing and numerical modelling of circular CFDST cross-sections with stainless steel outer tubes in bending;Wang;Eng. Struct.,2021

5. Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending;Wang;J. Constr. Steel Res.,2021

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