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Thermo-elastic solid shell formulation with phase field fracture for thin-walled FGMs

Pavan Kumar Asur Vijaya Kumar, Aamir Dean, Jose Reinoso*, Marco Paggi

*Corresponding author for this work

Research output: Contribution to journalArticleResearchpeer review

Abstract

Thermo-elastic fracture is a matter of important concern for thin-walled structures made of functionally graded materials (FGMs). Based on this practical relevance, a thermodynamically consistent framework is herein proposed to solve the coupled thermo-mechanical phase-field fracture problem in thin-walled structures made of FGMs. The formulation of the current model is constructed via the evaluation of the phase-field in the Clausius–Duhem inequality leading in to first-order stability conditions in order to ensure thermodynamic consistency. The three-dimensional Kirchhoff–Saint–Venant constitutive model is modified to accommodate the functional grading in the material properties. The computational model is combined with Enhanced Assumed Strain (EAS) and Assumed Natural Strains (ANS) to alleviate locking pathologies concerning the solid shell formulation, leading to a coupled non-linear variational formulation. Several benchmark examples (straight and curved shells) are examined to assess the model capabilities. Moreover, crack deflection, and temperature distributions in the FGM structures are compared with their homogeneous surrogates, to show the importance of the technological solutions with two or even three FGM phases.

Original languageEnglish
Article number109535
Number of pages16
JournalThin-walled structures
Volume179
Early online date16 Jun 2022
DOIs
Publication statusPublished - Oct 2022
Externally publishedYes

Keywords

  • A. Solid shell
  • B. Phase-field fracture
  • C. Finite element method
  • D: Non-linear thermo-elasticity
  • E: Functionally graded materials

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanical Engineering

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