Finite element modelling of concrete-filled spiral-welded stainless-steel tube columns under concentric and eccentric axial loading-Reference-Cited by-同舟云学术

Finite element modelling of concrete-filled spiral-welded stainless-steel tube columns under concentric and eccentric axial loading

Published:2021-10 Issue: Volume:33 Page:1119-1143
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Gunawardena Yasoja,Aslani Farhad

Funder

University of Western Australia

Publisher

Elsevier BV

Subject

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

Reference49 articles.

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4. Kyriakides S, Corona E. Mechanics of offshore pipelines. Elsevier Ltd.; 2007.

5. Why spiral weld pipe;Wolfgang;World Petrol,1972

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1. Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design;Journal of Constructional Steel Research;2023-06

2. Numerical and experimental validation of gas metal arc welding on AISI 441 ferritic stainless steel through mechanical and microstructural analysis;The International Journal of Advanced Manufacturing Technology;2022-04-27

3. Methods for improving the durability of recycled aggregate concrete: A review;Journal of Materials Research and Technology;2021-11

4. Analytical study on the behavior of spirally welded steel columns;Revista de la construcción;2021