Simonelli, Maria Grazia (2017) Plastic buckling of thin and moderately thin plates and shells: classic problems and new perspectives. [Tesi di dottorato]

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Item Type: Tesi di dottorato
Resource language: English
Title: Plastic buckling of thin and moderately thin plates and shells: classic problems and new perspectives
Creators:
CreatorsEmail
Simonelli, Maria Graziamariagrazia.simonelli@unina.it
Date: 10 April 2017
Number of Pages: 172
Institution: Università degli Studi di Napoli Federico II
Department: Strutture per l'Ingegneria e l'Architettura
Dottorato: Ingegneria strutturale, geotecnica e sismica
Ciclo di dottorato: 29
Coordinatore del Corso di dottorato:
nomeemail
Rosati, Lucianorosati@unina.it
Tutor:
nomeemail
Guarracino, FedericoUNSPECIFIED
Date: 10 April 2017
Number of Pages: 172
Keywords: plasticity; flow theory; deformation theory; stability; plastic buckling paradox; plates; shells; non-linear FEA
Settori scientifico-disciplinari del MIUR: Area 08 - Ingegneria civile e Architettura > ICAR/08 - Scienza delle costruzioni
Date Deposited: 25 Apr 2017 22:06
Last Modified: 13 Mar 2018 08:07
URI: http://www.fedoa.unina.it/id/eprint/11745
DOI: 10.6093/UNINA/FEDOA/11745

Collection description

Elastic-plastic instability of structures is an extensive field which encompasses a broad category of civil and mechanical engineering problems and involves several topics such as the physical and mechanical characterization of materials, yield criteria, different theories of plasticity and phenomena related to geometric nonlinearities, especially for thin and moderately thin plates and shells. The aim of this work is to investigate the plastic buckling of plates and shells subjected to different loading conditions with respect to the phenomenon of the plastic buckling paradox. Following the proposal of a new analytical approach to the problem, which throws light on the fundamental differences in the use of the flow theory and of the deformation theory of plasticity, by means of an extensive numerical investigation on cylindrical shells with different geometrical and material properties, some fundamental limitations of the modern numerical nonlinear analyses conducted by the use of the Finite Elements are highlighted and discussed in detail.

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