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Pregled bibliografske jedinice broj: 12674

On numerical simulation of cyclic elastoplastic deformation processes of shell structures


Sorić, Jurica; Tonković, Zdenko; Krätzig, Wilfried B.
On numerical simulation of cyclic elastoplastic deformation processes of shell structures // Advances in Finite Element Procedures and Techniques / Topping, Barry H.V. (ur.).
Edinburgh, Ujedinjeno Kraljevstvo: Civil-Comp Press, 1998. str. 221-228 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


CROSBI ID: 12674 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
On numerical simulation of cyclic elastoplastic deformation processes of shell structures

Autori
Sorić, Jurica ; Tonković, Zdenko ; Krätzig, Wilfried B.

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Advances in Finite Element Procedures and Techniques / Topping, Barry H.V. - : Civil-Comp Press, 1998, 221-228

Skup
The Fourth International Conference on Computational Structures Technology

Mjesto i datum
Edinburgh, Ujedinjeno Kraljevstvo, 18.08.1998. - 20.08.1998

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
shell structures; cyclic elastoplastic deformation; finite element method; nonlinear hardening model; consistent tangent modulus

Sažetak
An efficient computational strategy for modelling of cyclic elastoplastic deformation of shell structures employing the Reissner-Mindlin type kinematic model has been proposed. A realistic highly nonlinear hardening model in multi-component form has been applied. The closest point projection algorithm, completely formulated in tensor notation, is presented. A consistent tangent modulus is derived and its symmetrized form preserves the quadratic rate of asymptotic convergence of the global iteration schemes, as the numerical examples illustrate. The integration algorithm has been implemented into the layered assumed strain isoparametric finite element, which also permits the simulation of geometrical nonlinearity including finite rotations.

Izvorni jezik
Engleski

Znanstvena područja
Strojarstvo



POVEZANOST RADA


Projekti:
120006

Ustanove:
Fakultet strojarstva i brodogradnje, Zagreb

Profili:

Avatar Url Jurica Sorić (autor)

Avatar Url Zdenko Tonković (autor)


Citiraj ovu publikaciju:

Sorić, Jurica; Tonković, Zdenko; Krätzig, Wilfried B.
On numerical simulation of cyclic elastoplastic deformation processes of shell structures // Advances in Finite Element Procedures and Techniques / Topping, Barry H.V. (ur.).
Edinburgh, Ujedinjeno Kraljevstvo: Civil-Comp Press, 1998. str. 221-228 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Sorić, J., Tonković, Z. & Krätzig, W. (1998) On numerical simulation of cyclic elastoplastic deformation processes of shell structures. U: Topping, B. (ur.)Advances in Finite Element Procedures and Techniques.
@article{article, author = {Sori\'{c}, Jurica and Tonkovi\'{c}, Zdenko and Kr\"{a}tzig, Wilfried B.}, editor = {Topping, B.}, year = {1998}, pages = {221-228}, keywords = {shell structures, cyclic elastoplastic deformation, finite element method, nonlinear hardening model, consistent tangent modulus}, title = {On numerical simulation of cyclic elastoplastic deformation processes of shell structures}, keyword = {shell structures, cyclic elastoplastic deformation, finite element method, nonlinear hardening model, consistent tangent modulus}, publisher = {Civil-Comp Press}, publisherplace = {Edinburgh, Ujedinjeno Kraljevstvo} }
@article{article, author = {Sori\'{c}, Jurica and Tonkovi\'{c}, Zdenko and Kr\"{a}tzig, Wilfried B.}, editor = {Topping, B.}, year = {1998}, pages = {221-228}, keywords = {shell structures, cyclic elastoplastic deformation, finite element method, nonlinear hardening model, consistent tangent modulus}, title = {On numerical simulation of cyclic elastoplastic deformation processes of shell structures}, keyword = {shell structures, cyclic elastoplastic deformation, finite element method, nonlinear hardening model, consistent tangent modulus}, publisher = {Civil-Comp Press}, publisherplace = {Edinburgh, Ujedinjeno Kraljevstvo} }




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