2023
DOI: 10.1016/j.compstruct.2022.116237
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On the experimental validation of Ludwick law to predict critical buckling load of nonlinear elastic columns

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Cited by 3 publications
(7 citation statements)
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“…Between the nonlinear elastic theories, modified Ludwick constitutive law is proved effective in characterizing the tensile response of flax fiber-reinforced biopolymer composite [ 13 ]. This law is also an enhanced version of the original Ludwick law by remedying the defect of the stress slope going to zero or infinity when the deformation (ε) approaches 0 of the original Ludwick formulation, see Figure 1 .…”
Section: Methodsmentioning
confidence: 99%
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“…Between the nonlinear elastic theories, modified Ludwick constitutive law is proved effective in characterizing the tensile response of flax fiber-reinforced biopolymer composite [ 13 ]. This law is also an enhanced version of the original Ludwick law by remedying the defect of the stress slope going to zero or infinity when the deformation (ε) approaches 0 of the original Ludwick formulation, see Figure 1 .…”
Section: Methodsmentioning
confidence: 99%
“…Using Equation (1), the modified Ludwick Law, and according to the statement of Saetiew and Chucheepsakul [ 29 ] that for small values of strains, most elastic material with nonlinear behavior can be approximated to linear elastic materials, the analytical approximation of the critical buckling load, Equation (6), was developed for a pinned–pinned nonlinear elastic column, assuming small deformations. where L is the column length and E , n and ε 0 are the parameters of the modified Ludwick law [ 13 ].…”
Section: Methodsmentioning
confidence: 99%
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