Analyses of asymmetric stiffened shell type structures by the finite element method-Reference-Cited by-同舟云学术

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Analyses of asymmetric stiffened shell type structures by the finite element method

Published:1968-09 Issue:3 Volume:8 Page:367-379
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Zudans Zenons

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference17 articles.

1. Solution of problems of elasticity by the framework method;Hrennikoff;J. Appl. Mech.,1941

2. Analysis of Cylindrical Shells by the Finite Element Method;Hrennikoff,1966

3. The Finite Element Method in Plane Stress Analysis;Clough,1966

4. Grid-framework method for plates in flexure;Yettram,1965

5. Plane-framework methods for plates in extension;Yettram,1966

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells;Composite Structures;2015-01

2. A survey of finite element models for the analysis of moderately thick shells;Finite Elements in Analysis and Design;1991-04

3. Analysis of asymmetric stiffened shell type structures by the finite element method III. Constant transverse shear model;Nuclear Engineering and Design;1970-03

4. Survey of advanced structural design analysis techniques;Nuclear Engineering and Design;1969-12

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