Fairclough, Helen E.
Article History
Received: 21 November 2023
Revised: 28 March 2024
Accepted: 26 May 2024
First Online: 10 July 2024
Declarations
:
: The authors declare no competing interests.
: The Python code used to generate the elastic results presented herein is provided via the Univerity of Sheffield’s open data repository (). This code has been developed based on the rigid-plastic truss layout optimization code of He et al. (). Note that a separate licence is required for the MOSEK optimization solver used herin; free academic licences can be obtained from mosek.com. Alternative solvers that are compatible with CVXPY are also likely to work, but have not been tested.