Multi-scale computational model for failure analysis of metal frames that includes softening and local buckling, Comput Methods Appl Mech Eng, vol.199, pp.1371-85, 2010. ,

The mathematical theory of plasticity, 1950. ,

Nonlinear solid mechanics, 2009. ,

Finite element analysis of linear and non-linear planar deformations of elastic initially curved beam, Int J Numer Meth Eng, vol.36, pp.3239-58, 1993. ,

Geometrically non-linear method of incompatible modes in application to finite elasticity with independent rotations, Int J Numer Methods Eng, vol.36, pp.4185-200, 1993. ,

Plasticity-damage model parameters identification for structural connections, Coupled Syst Mech, vol.4, issue.4, pp.337-64, 2015. ,

Beam model refinement and reduction, Eng Struct, vol.50, pp.158-69, 2013. ,

Effect of shear and normal forces on the fully plastic moment of a beam of rectangular cross-section, J Mech Eng Sci, vol.23, issue.2, 1961. ,

Brittle and ductile failure of rocks: embedded discontinuity approach for representing mode i and mode ii failure mechanisms, Int J Numer Methods Eng, vol.8, issue.102, 2015. ,

DOI : 10.1002/nme.4866

On one-dimensional finite-strain beam theory: the plane problem, Z Angew Math Phys, vol.23, 1972. ,

DOI : 10.1007/bf01602645

Numerical formulations of elastoviscoplastic response of beams accounting for the effect of shear, Comput Methods Appl Mech Eng, vol.42, 1983. ,

FEAP-A finite element analysis program. Berkeley, 2008. ,