Semi-analytical models for the post-buckling analysis and ultimate strength prediction of isotropic and orthotropic plates under uniaxial compression with the unloaded edges free from stresses

Ferreira, Pedro; Virtuoso, Francisco

doi:10.1016/j.tws.2014.04.003

Thin-Walled Structures

2014

DOI: 10.1016/j.tws.2014.04.003

|View full text |Cite

Semi-analytical models for the post-buckling analysis and ultimate strength prediction of isotropic and orthotropic plates under uniaxial compression with the unloaded edges free from stresses

Pedro Ferreira

Francisco Virtuoso

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2018

2021

Publication Types

Select...

Article5

Relationship

Self Cite0

Independent5

Authors

Journals

Cited by 7 publications

References 20 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

In-plane stiffness of imperfect thin rectangular plates subjected to biaxial loads in elastic post-buckling region

Jahanpour

Ahmadvand-Shahverdi

2021

Arch Appl Mech

View full text Add to dashboard Cite

scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.

Contact Info

hi@scite.ai

10624 S. Eastern Ave., Ste. A-614

Henderson, NV 89052, USA

Blog Terms and Conditions API Terms Privacy Policy Contact Cookie Preferences Do Not Sell or Share My Personal Information

Made with 💙 for researchers

Part of the Research Solutions Family.

Semi-analytical models for the post-buckling analysis and ultimate strength prediction of isotropic and orthotropic plates under uniaxial compression with the unloaded edges free from stresses

Cited by 7 publications

References 20 publications

In-plane stiffness of imperfect thin rectangular plates subjected to biaxial loads in elastic post-buckling region

In-plane stiffness of imperfect thin rectangular plates subjected to biaxial loads in elastic post-buckling region

Bilinear Load–Displacement Curve of Semi-supported Steel Shear Walls

Semi-analytical orthotropic model for the prediction of the post-buckling behaviour of stiffened cylindrically curved steel panels under uniaxial compression

Contact Info

Product

Resources

About