Browsing by Author Auricchio, Ferdinando

Showing results 1 to 12 of 12
PreviewAuthors / EditorsTitleTypeIssue Date
Analytical derivation of a general D non-prismatic beam model based on the Hellinger-Reissner principle.pdf.jpgBeltemo, Angela ; Balduzzi, Giuseppe; Alfano, Giulio ; Auricchio, FerdinandoAnalytical derivation of a general 2D non-prismatic beam model based on the Hellinger-Reissner principleArticle Artikel 2015
The dimensional reduction approach for D non-prismatic beam modeling a solution based on Hellinger-Reissner principle.pdf.jpgAuricchio, Ferdinando; Balduzzi, Giuseppe; Lovadina, CarloThe dimensional reduction approach for 2D non-prismatic beam modeling: a solution based on Hellinger-Reissner principleArticle Artikel 2015
The dimensional reduction modelling approach for D beams Differential equations and finite-element solutions based on Hellinger-Reissner principle.pdf.jpgAuricchio, Ferdinando; Balduzzi, Giuseppe; Lovadina, Carlo The dimensional reduction modelling approach for 3D beams: Differential equations and finite-element solutions based on Hellinger–Reissner principleArticle Artikel 2013
Enhanced modeling approach for multilayer anisotropic plates based on dimension reduction method and Hellinger-Reissner principle.pdf.jpgAuricchio, Ferdinando; Balduzzi, Giuseppe; Khoshgoftar, Mohammad Javad ; Rahimi, Gholamhosein ; Sacco, Elio Enhanced modeling approach for multilayer anisotropic plates based on dimension reduction method and Hellinger–Reissner principleArticle Artikel 2014
Mixed D beam models Differential equation derivation and finite element solutions.pdf.jpgAuricchio, Ferdinando; Balduzzi, Giuseppe; Lovadina, CarloMixed 3D beam models: Differential equation derivation and finite element solutionsInproceedings Konferenzbeitrag 2012
Balduzzi, Giuseppe; Morganti, Simone; Füssl, Josef; Aminbaghai, Mehdi; Reali, Alessandro; Auricchio, FerdinandoModeling the non-trival behavior of anisotropic beams: a simple Tomoshenko beam with enhanced stress recovery and constitutive relationsArticle Artikel 2019
A new modeling approach for planar beams finite-element solutions based on mixed variational derivations.pdf.jpgAuricchio, Ferdinando; Balduzzi, Giuseppe; Lovadina, CarloA new modeling approach for planar beams: finite-element solutions based on mixed variational derivationsArticle Artikel 2010
Non-prismatic Beams a Simple and Effective Timoshenko-like Model.pdf.jpgBalduzzi, Giuseppe; Aminbaghai, Mehdi; Sacco, Elio; Füssl, Josef; Eberhardsteiner, Josef ; Auricchio, FerdinandoNon-prismatic Beams: a Simple and Effective Timoshenko-like ModelArticle Artikel 2016
Non-prismatic thin-walled beams critical issues and effective modeling.pdf.jpgBalduzzi, Giuseppe; Sacco, Elio; Auricchio, Ferdinando; Füssl, JosefNon-prismatic thin-walled beams: critical issues and effective modelingInproceedings Konferenzbeitrag 2017
Non-prismatic Timoshenko-like beam model Numerical solution via isogeometric collocation.pdf.jpgBalduzzi, Giuseppe; Morganti, Simone ; Auricchio, Ferdinando; Reali, Alessandro Non-prismatic Timoshenko-like beam model: Numerical solution via isogeometric collocationArticle Artikel 2017
Serviceability Analysis of Non-Prismatic Timber Beams Derivation and Validation of New and Effective Straightforward Formulas.pdf.jpgBalduzzi, Giuseppe; Hochreiner, Georg; Füssl, Josef; Auricchio, FerdinandoServiceability Analysis of Non-Prismatic Timber Beams: Derivation and Validation of New and Effective Straightforward FormulasArticle Artikel 2017
Mercuri, Valentina ; Balduzzi, Giuseppe; Asprone, Domenico ; Auricchio, FerdinandoStructural analysis of non-prismatic beams: critical issues, accurate stress recovery, and analytical definition of the Finite Element (FE) stiffness matrixArticle Artikel 2020