Material properties and local stability of WAAM stainless steel equal angle sections

Sian I. Evans, Fangda Xu, Jie Wang

Research output: Contribution to journalArticlepeer-review

13 Citations (SciVal)

Abstract

An experimental study has been carried out to investigate the material properties and local stabilities of outstand WAAM 316L stainless steel plates. A series of equal angle section (EAS) stub columns and corresponding sample plates for tensile coupon extraction were fabricated employing two sets of manufacturing parameters in order to achieve two print thicknesses. The tensile coupons were extracted from the sample plates along different printing directions, and the tensile test results indicated a high degree of anisotropy while displaying satisfactory material ductility according to the Eurocode 3 requirements. The EAS stub columns covered a wide range of plate slendernesses and their geometric profiles were 3D laser scanned and analysed prior to the compression tests. The failure modes and load carrying capacities of the WAAM EAS stub columns were analysed, showing generally lower resistances compared to conventional rolled counterparts in the high slenderness range. Assessed against the test data, the Continuous Strength Method is shown to be suitable for designing stocky WAAM stainless steel plates. For the design of slender WAAM stainless steel plates, the effective width equation in Eurocode 3 is shown to be applicable, however, the calculation should be based on the new characteristic geometric dimension proposed. Based on this, it is further demonstrated that the thicker printing strategy adopted in the current study would have a higher effective thickness to overall thickness ratio, hence more efficient builds than the thinner printing strategy.

Original languageEnglish
Article number116160
JournalEngineering Structures
Volume287
Early online date27 Apr 2023
DOIs
Publication statusPublished - 15 Jul 2023

Bibliographical note

Funding Information:
The authors would like to acknowledge support from BRE Trust for the PhD studentship (Contract No. CM00003647).

Data availability
Data will be made available on request

Funding

The authors would like to acknowledge support from BRE Trust for the PhD studentship (Contract No. CM00003647).

Keywords

  • Geometric imperfections
  • Local buckling behavior
  • Material properties
  • Stainless steel structures
  • Unstiffened plates
  • Wire arc additive manufacturing (WAAM)

ASJC Scopus subject areas

  • Civil and Structural Engineering

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