Analysis of asymmetric stiffened shell type structures by the finite element method III. Constant transverse shear model

Publisher Website

31 March 1970

journal article
Published by Elsevier in Nuclear Engineering and Design

Vol. 11 (2), 177-194
https://doi.org/10.1016/0029-5493(70)90142-1

Abstract

No abstract available

Keywords

This publication has 3 references indexed in Scilit:

Analysis of asymmetric stiffened shell type structures by the finite element method: II. Six degree-of-freedom model
Nuclear Engineering and Design, 1969
Analyses of asymmetric stiffened shell type structures by the finite element method: 1. Flat rectangular elements
Nuclear Engineering and Design, 1968
Curved, isoparametric, “quadrilateral” elements for finite element analysis
International Journal of Solids and Structures, 1968

Cited by 3 articles