Structural analysis of non-prismatic beams: critical issues, accurate stress recovery, and analytical definition of the Finite Element (FE) stiffness matrix

Mercuri, Valentina; Balduzzi, Giuseppe; Asprone, Domenico; Auricchio, Ferdinando

doi:10.1016/j.engstruct.2020.110252

Datensatz Zitierlink:

http://hdl.handle.net/20.500.12708/857
https://doi.org/10.34726/2513

Titel:

Structural analysis of non-prismatic beams: critical issues, accurate stress recovery, and analytical definition of the Finite Element (FE) stiffness matrix

Zitat:

Mercuri, V., Balduzzi, G., Asprone, D., & Auricchio, F. (2020). Structural analysis of non-prismatic beams: critical issues, accurate stress recovery, and analytical definition of the Finite Element (FE) stiffness matrix. Engineering Structures, 213, Article 110252. https://doi.org/10.34726/2513

reposiTUm-DOI:

10.34726/2513

Verlags-DOI:

10.1016/j.engstruct.2020.110252

CatalogPlus:

AC15650878

Publikationstyp:

Artikel - Forschungsartikel

Sprache:

Englisch

Autor_innen:

Mercuri, Valentina
Balduzzi, Giuseppe
Asprone, Domenico
Auricchio, Ferdinando

Organisationseinheit:

E202 - Institut für Mechanik der Werkstoffe und Strukturen

Zeitschrift:

Engineering Structures

ISSN:

0141-0296

Datum (veröffentlicht):

15-Jun-2020

Verlag:

Elsevier

Peer Reviewed:

Keywords:

Non-prismatic Beam FE; Haunch Beams; Tapered Beam Model; Stiffness Matrix Analytical Definition; Reinforced Concrete Frames

Projekt (extern):

3D@UniPV Project

Weitere Information:

The final publication is available via <a href="https://doi.org/10.1016/j.engstruct.2020.110252" target="_blank">https://doi.org/10.1016/j.engstruct.2020.110252</a>.

Lizenz:

CC BY-NC-ND 4.0