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Modeling large deformations of thin-walled SMA structures by shell finite elements
ID
Porenta, Luka
(
Avtor
),
ID
Lavrenčič, Marko
(
Avtor
),
ID
Dujc, Jaka
(
Avtor
),
ID
Brojan, Miha
(
Avtor
),
ID
Tušek, Jaka
(
Avtor
),
ID
Brank, Boštjan
(
Avtor
)
PDF - Predstavitvena datoteka,
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MD5: CD7673CA2EC787DC642E389CA2EEFB50
URL - Izvorni URL, za dostop obiščite
https://www.sciencedirect.com/science/article/pii/S1007570421002094
Galerija slik
Izvleček
Many shape memory alloy (SMA) applications, such as biomedical devices, electromechanical actuators, and elastocaloric cooling devices, are based on thin-walled flat or shell-like structures. An advanced design of such structures requires the development of an efficient and accurate numerical tool for simulations of very thin and curved SMA structures that may experience large deformations and even buckling upon thermo-mechanical loading. So far, finite element models for finite strain deformations of SMA structures have been based on 3D solid formulations, which are relatively inefficient for solving (thin) shell problems. In this paper, we present a finite element model for the analysis of shape memory alloy shells. Our model is based on a 7-parameter, large-rotation, one-director shell formulation, which takes into account a fully three-dimensional form of the constitutive equations for the isothermal transformations of isotropic superelasticity, as well as the shape-memory effect in a simplified way. In fact, we present three 4-node shell finite elements for SMAs. Two of them use the assumed natural strain concepts for the transverse shear strains, through-the-thickness normal strain, and membrane strains. The third element is a combination of the assumed natural strain and the enhanced assumed strain concepts, applied to satisfy the zero through-the-thickness-normal-stress condition for thin geometries to a high degree of accuracy. After a detailed description of the SMA finite element models for shells in the first part of the paper, numerical examples in the second part illustrate the approach. Compared to 3D solid SMA formulations, our results show excellent accuracy, even with a significantly reduced number of degrees of freedom, which consequently translates into a reduction in the computational time.
Jezik:
Angleški jezik
Ključne besede:
shape memory alloys
,
superelasticity
,
large strains
,
thin-walled structures
,
finite strains
,
seven-parameter shell model
Vrsta gradiva:
Članek v reviji
Tipologija:
1.01 - Izvirni znanstveni članek
Organizacija:
FS - Fakulteta za strojništvo
FGG - Fakulteta za gradbeništvo in geodezijo
Status publikacije:
Objavljeno
Različica publikacije:
Objavljena publikacija
Leto izida:
2021
Št. strani:
29 str.
Številčenje:
Vol. 101, art. 105897
PID:
20.500.12556/RUL-127201
UDK:
539.37
ISSN pri članku:
1007-5704
DOI:
10.1016/j.cnsns.2021.105897
COBISS.SI-ID:
64322307
Datum objave v RUL:
24.05.2021
Število ogledov:
2160
Število prenosov:
303
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Objavi na:
Gradivo je del revije
Naslov:
Communications in nonlinear science and numerical simulation
Skrajšan naslov:
Commun. nonlinear. sci. numer. simulat.
Založnik:
Elsevier
ISSN:
1007-5704
COBISS.SI-ID:
1454101
Licence
Licenca:
CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:
http://creativecommons.org/licenses/by/4.0/deed.sl
Opis:
To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.
Sekundarni jezik
Jezik:
Slovenski jezik
Ključne besede:
zlitine z oblikovnim spominom
,
superelastičnost
,
velike specifične deformacije
Projekti
Financer:
EC - European Commission
Program financ.:
H2020
Številka projekta:
803669
Naslov:
Superelastic Porous Structures for Efficient Elastocaloric Cooling
Akronim:
SUPERCOOL
Financer:
ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:
J2-1722
Naslov:
Numerično modeliranje širjenja razpok v krhkih in duktilnih konstrukcijah
Financer:
ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:
J2-2490
Naslov:
Podatkovno podprto modeliranje obnašanja gradbenih konstrukcij
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