Abstract
The thermal buckling load factors of damaged (crack) laminated composite structures have been investigated numerically first-hand. Their strength reversal due to the functional material reinforcement under the elevated environmental conditions is reported in detail. In this regard, a generic finite element model of the damaged layered structure has been derived in the higher-order kinematic model considering the Green–Lagrange type of strain (to count the large deformation due to temperature). Further, the shape memory alloy (SMA) fibre effect has been introduced in the proposed mathematical model via marching technique under the change in temperature to achieve the modified elastic property. The final governing equation of buckled structure has been derived and solved through isoparametric finite element steps. The final buckling temperatures of the damaged layered structural system with and without SMA (volume fraction and prestrain) fibres were obtained, and the results indicate a good improvement (maximum up to 37%). Additionally, the structural geometry-related parameters, including their shapes, have been changed to show the model's applicability.
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Abbreviations
- ΔT cr :
-
Critical buckling temperature
- ρ :
-
Density
- \(u_{{1\xi_{{\text{x}}} }}\) \(u_{{1\xi_{{\text{y}}} }}\) and \(u_{{1\xi_{{\text{z}}} }}\) :
-
Displacement at mid-plane
- \(\left\{ \lambda \right\},\left\{ {\dot{\lambda }} \right\}\) and \(\left\{ {\ddot{\lambda }} \right\}\) :
-
Displacement, velocity, and acceleration
- \(\left\{ \Delta \right\}\) :
-
Eigenvector
- \(\left\{ {\delta_{0} } \right\}\) and \(\left\{ {\delta_{{{\text{oi}}}} } \right\}\) :
-
Elemental and nodal displacement
- \([K_{{G_{{{\text{ther}}}} }} ]^{{{\text{elm}}}}\) and \([K_{{G_{{{\text{rec}}}} }} ]^{{{\text{elm}}}}\) :
-
Elemental geometric stiffness matrix of thermal and recovery stresses
- \(\theta\) :
-
Fibre orientation angle
- \(\{ \overline{\varepsilon }_{{\text{G}}} \}\) :
-
Geometric strain vector
- \(\left[ {K_{{\text{G}}} } \right]\) :
-
Geometrical stiffness matrix
- \(U_{{\xi {\text{x}}}}\), \(U_{{\xi {\text{y}}}}\) and \(U_{{\xi {\text{z}}}}\) :
-
Global displacement
- \(\xi_{{\text{x}}} ,\;\xi_{{\text{y}}}\) and \(\xi_{{\text{z}}}\) :
-
Global reference axis of the shell panel
- \(u_{{3\xi_{{\text{x}}} }}\) \(u_{{3\xi_{{\text{y}}} }}\) \(u_{{4\xi_{{\text{x}}} }}\) and \(u_{{4\xi_{{\text{y}}} }}\) :
-
Higher-order deformation parameters
- l, b, and h :
-
Length, width, and depth of laminated shell panel
- \(\left[ M \right]\) :
-
Mass matrix
- \(\left[ {D_{{G_{{{\text{rec}}}} }} } \right]\) and \(\left[ {D_{{G_{{{\text{ther}}}} }} } \right]\) :
-
Material property matrix w.r.t recovery and thermal load
- \(\left\{ {f_{{{\text{mech}}}} } \right\}\), \(\left\{ {f_{{{\text{ther}}}} } \right\}\) and \(\left\{ {f_{{{\text{rec}}}} } \right\}\) :
-
Mechanical load, thermal load, and the recovery load vector
- n l :
-
Number of layers in the composite
- v :
-
Poison’s ratio
- \(u_{{2\xi_{{\text{x}}} }}\) and \(u_{{2\xi_{{\text{y}}} }}\) :
-
Rotation along \(\xi_{{\text{x}}} ,\;\xi_{{\text{y}}}\)
- \(N\) :
-
Shape function
- G 11, G 12, G 23 :
-
Shear modulus
- \(\left[ K \right]\) :
-
Stiffness matrix
- \(\varepsilon\) and ε r :
-
Strain and prestrain
- \(\left[ B \right]\) and \(\left[ {B_{{\text{G}}} } \right]\) :
-
Strain displacement matrix
- \(\sigma_{{{\text{rec}}}}\) and \(\sigma_{{{\text{ther}}}}\) :
-
Stresses due to recovery and thermal load.
- \(\Delta T\) :
-
Temperature difference
- \(\alpha\) :
-
Thermal expansion coefficient
- \(\{ U\}\) :
-
Total strain energy
- \(\Delta W_{{{\text{tot}}}}\) :
-
Total work done
- \(V_{{f_{{{\text{SMA}}}} }}\)/V f :
-
Volume fraction of SMA
- E 11, E 12, E 23 :
-
Young’s modulus values
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Kumar, E.K., Sharma, N., Panda, S.K. et al. Numerical prediction of thermal buckling load parameters of damaged polymeric layered composite structure and reversal of strength using SMA fibre. Arch Appl Mech 92, 3829–3845 (2022). https://doi.org/10.1007/s00419-022-02265-4
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DOI: https://doi.org/10.1007/s00419-022-02265-4