Modeling Nonlinear Stress–Strain Behavior of 6000 Series Aluminum Alloys under Cyclic Loading

Author:

Georgantzia Evangelia1ORCID,Finney Charles2,Robinson Andrew3,Kashani Mohammad M.4ORCID

Affiliation:

1. Teaching Fellow, Dept. of Civil, Maritime and Environmental Engineering, Univ. of Southampton, Boldrewood Innovation Campus, Room 3019, Bldg. 178, Burgess Rd., Southampton SO16 7QF, UK (corresponding author). ORCID: .

2. Undergraduate Student, Dept. of Civil, Maritime and Environmental Engineering, Univ. of Southampton, Boldrewood Innovation Campus, Bldg. 178, Burgess Rd., Southampton SO16 7QF, UK.

3. Facility Manager, Dept. of Civil, Maritime and Environmental Engineering, National Infrastructure Laboratory, Univ. of Southampton, Boldrewood Innovation Campus, Bldg. 178, Burgess Rd., Southampton SO16 7QF, UK.

4. Associate Professor, Dept. of Civil, Maritime and Environmental Engineering, Univ. of Southampton, Boldrewood Innovation Campus, Room 4019, Bldg. 178, Burgess Rd., Southampton SO16 7QF, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference38 articles.

1. aalco. 2022. “aalco the UK’s largest independent multi-metals stockholder.” Accessed April 21 2023. https://www.aalco.co.uk/.

2. Baehre, R. 1966. Trycktastravorav elastoplastikt material-nagrafragestallningar (Comparison between structural behaviour of elastoplastic materials). [In German.] Rep. No. 16 Tekn. Stockholm, Sweden: De Arne Johnson Ingenjorsbyra.

3. Material Model Parameters for the Giuffrè-Menegotto-Pinto Uniaxial Steel Stress-Strain Model

4. CEN (European Committee for Standardization). 2009. Metallic Materials—Tensile testing—Part 1: Method of test at room temperature. Brussels, Belgium: CEN.

5. Constitutive equations for cyclic plasticity and cyclic viscoplasticity

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