Effective Hybrid/Mixed Finite Elements for Folded-Plate Structures-Reference-Cited by-同舟云学术

Effective Hybrid/Mixed Finite Elements for Folded-Plate Structures

Published:2002-02 Issue:2 Volume:128 Page:202-208
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Duan M.¹,Miyamoto Y.²

Affiliation:

1. PhD Candidate, Faculty of Civil Engineering, Iwate Univ., Ueda 4-3-5, Morioka 020-8551, Japan.

2. Professor, Faculty of Civil Engineering, Iwate Univ., Ueda 4-3-5, Morioka 020-8551, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A2%28202%29

Reference21 articles.

1. Allman D. J. (1970). “Triangular finite elements for plate bending with constant and linearly varying bending moments.” Proc. IUTAM Symposium on High Speed Computing of Elastic Structures Univ. of Liege Liege Belgium 105–136.

2. A polygonal finite element for plate bending problems using the assumed stress approach

3. The finite element method with Lagrangian multipliers

4. A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation

5. Displacement and stress convergence of our MITC plate bending elements

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