Details
Originalsprache | Englisch |
---|---|
Aufsatznummer | 115096 |
Seitenumfang | 23 |
Fachzeitschrift | Computer Methods in Applied Mechanics and Engineering |
Jahrgang | 396 |
Frühes Online-Datum | 26 Mai 2022 |
Publikationsstatus | Veröffentlicht - 1 Juni 2022 |
Extern publiziert | Ja |
Abstract
The analysis of fracture phenomena of thin-walled structures has been a matter of intensive research in the last decades. These phenomena notably restrict the applicability of slender structures, especially under the influence of temperature. With the aim of achieving reliable prediction of temperature-driven failures in thin-walled structures, this research is concerned with the development of a thermodynamically consistent framework for the coupled thermo-mechanical phase-field model for thin-walled structures using fully-integrated solid shell finite elements. This enables the use of three-dimensional constitutive thermo-mechanical models for the materials. The proposed thermo-mechanical phase-field models are equipped with the Enhanced Assumed Strain (EAS) in order to alleviate Poisson and volumetric locking pathologies. This technique is further combined with the Assumed Natural Strain (ANS) method leading to a locking-free thermo-mechanical solid shell phase-field element. Attention is also paid to the evaluation of the corresponding thermodynamic consistency and the variational formalism leading to the non-linear coupled equations. Moreover, the same degradation function is used for both displacement field and thermal field. The coupled equations are numerically solved with ad hoc efficient solution schemes for non-linear problems. Several numerical examples (straight and curved shells) are provided to assess the reliability of the proposed modelling framework. Representative examples assess stable and unstable crack propagation along with their thermo-mechanical interactions.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Numerische Mechanik
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Ingenieurwesen (insg.)
- Maschinenbau
- Physik und Astronomie (insg.)
- Informatik (insg.)
- Angewandte Informatik
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in: Computer Methods in Applied Mechanics and Engineering, Jahrgang 396, 115096, 01.06.2022.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Nonlinear thermo-elastic phase-field fracture of thin-walled structures relying on solid shell concepts
AU - Asur Vijaya Kumar, Pavan Kumar
AU - Dean, Aamir
AU - Reinoso, Jose
AU - Paggi, Marco
N1 - Funding Information: Consejeria de Economia y Conocimiento of the Junta de Andalucia (Spain) under the contract US-1265577-Programa Operatvo FEDER Andalucia 2014–2020.Consejería de Economía y Conocimiento of the Junta de Andalucía (Spain) under the grant P2-00595.Italian Ministry of University and Research under the Research Project of National Interest (PRIN 2017: “XFAST-SIMS: Extra fast and accurate simulation of complex structural systems”, grant 20173C478N.
PY - 2022/6/1
Y1 - 2022/6/1
N2 - The analysis of fracture phenomena of thin-walled structures has been a matter of intensive research in the last decades. These phenomena notably restrict the applicability of slender structures, especially under the influence of temperature. With the aim of achieving reliable prediction of temperature-driven failures in thin-walled structures, this research is concerned with the development of a thermodynamically consistent framework for the coupled thermo-mechanical phase-field model for thin-walled structures using fully-integrated solid shell finite elements. This enables the use of three-dimensional constitutive thermo-mechanical models for the materials. The proposed thermo-mechanical phase-field models are equipped with the Enhanced Assumed Strain (EAS) in order to alleviate Poisson and volumetric locking pathologies. This technique is further combined with the Assumed Natural Strain (ANS) method leading to a locking-free thermo-mechanical solid shell phase-field element. Attention is also paid to the evaluation of the corresponding thermodynamic consistency and the variational formalism leading to the non-linear coupled equations. Moreover, the same degradation function is used for both displacement field and thermal field. The coupled equations are numerically solved with ad hoc efficient solution schemes for non-linear problems. Several numerical examples (straight and curved shells) are provided to assess the reliability of the proposed modelling framework. Representative examples assess stable and unstable crack propagation along with their thermo-mechanical interactions.
AB - The analysis of fracture phenomena of thin-walled structures has been a matter of intensive research in the last decades. These phenomena notably restrict the applicability of slender structures, especially under the influence of temperature. With the aim of achieving reliable prediction of temperature-driven failures in thin-walled structures, this research is concerned with the development of a thermodynamically consistent framework for the coupled thermo-mechanical phase-field model for thin-walled structures using fully-integrated solid shell finite elements. This enables the use of three-dimensional constitutive thermo-mechanical models for the materials. The proposed thermo-mechanical phase-field models are equipped with the Enhanced Assumed Strain (EAS) in order to alleviate Poisson and volumetric locking pathologies. This technique is further combined with the Assumed Natural Strain (ANS) method leading to a locking-free thermo-mechanical solid shell phase-field element. Attention is also paid to the evaluation of the corresponding thermodynamic consistency and the variational formalism leading to the non-linear coupled equations. Moreover, the same degradation function is used for both displacement field and thermal field. The coupled equations are numerically solved with ad hoc efficient solution schemes for non-linear problems. Several numerical examples (straight and curved shells) are provided to assess the reliability of the proposed modelling framework. Representative examples assess stable and unstable crack propagation along with their thermo-mechanical interactions.
KW - A. Solid shell
KW - B. Phase-field fracture
KW - C. Finite element method
KW - D. Non-linear thermo-elasticity
KW - E. Large deformations
UR - http://www.scopus.com/inward/record.url?scp=85130864851&partnerID=8YFLogxK
U2 - 10.1016/j.cma.2022.115096
DO - 10.1016/j.cma.2022.115096
M3 - Article
AN - SCOPUS:85130864851
VL - 396
JO - Computer Methods in Applied Mechanics and Engineering
JF - Computer Methods in Applied Mechanics and Engineering
SN - 0045-7825
M1 - 115096
ER -