Pregled bibliografske jedinice broj: 38068
On numerical modelling of nonisothermal elastoplastic response of thin-walled structural elements
On numerical modelling of nonisothermal elastoplastic response of thin-walled structural elements // Proceedings of the European congress on computational methods in applied sciences and engineering / Onate, E. ; Bugeda, G. ; Suarez, B. (ur.).
Barcelona: The International Center of Numerical Methods in Engineering, 2000. str. CD-ROM (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 38068 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
On numerical modelling of nonisothermal elastoplastic response of thin-walled structural elements
Autori
Tonković, Zdenko ; Sorić, Jurica ; Krätzig, Wilfried B.
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the European congress on computational methods in applied sciences and engineering
/ Onate, E. ; Bugeda, G. ; Suarez, B. - Barcelona : The International Center of Numerical Methods in Engineering, 2000, CD-ROM
Skup
European congress on computational methods in applied sciences and engineering
Mjesto i datum
Barcelona, Španjolska, 11.09.2000. - 14.09.2000
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
nonisothermal hardening responses; elastoplastic analysis; thin-walled structures
Sažetak
Efficient numerical algorithms for elastoplastic analysis of thin-walled shell-like structural components employing nonisothermal, realistic hardening responses have been proposed. A computational strategy for integration of the elastoplastic constitutive model using the Reissner-Mindlin shell kinematics, completely formulated in tensor notation, is presented. The proposed algorithms have been embedded into a layered assumed strain isoparametric finite element, which is capable of geometrical nonlinearities. Nonisothermal elastoplastic behaviour of a circular tube subjected to cyclic bending and a box column under axial compression are analysed. Under the assumption of an adiabatic process, the increase in temperature is computed during elastoplastic deformation. Robustness and numerical stability of the computational procedures are exhibited.
Izvorni jezik
Engleski
Znanstvena područja
Strojarstvo