New twelve node serendipity quadrilateral plate bending element based on Mindlin-Reissner theory using Integrated Force Method-Reference-Cited by-同舟云学术

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New twelve node serendipity quadrilateral plate bending element based on Mindlin-Reissner theory using Integrated Force Method

Published:2010-11-30 Issue:5 Volume:36 Page:625-642
ISSN:1225-4568
Container-title:Structural Engineering and Mechanics
language:en
Short-container-title:Structural Engineering and Mechanics

Author:

Dhananjaya H.R.,Nagabhushanam J.,Pandey P.C.,Jumaat Mohd. Zamin

Publisher

Techno-Press

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Cited by 9 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. Comparison between the stiffness method and the hybrid method applied to a circular ring;Journal of the Brazilian Society of Mechanical Sciences and Engineering;2018-01-17

2. A quadrilateral plate bending element based on deformation modes;Applied Mathematical Modelling;2017-01

3. Application of the dual integrated force method to the analysis of the off-axis three-point flexure test of unidirectional composites;Journal of Composite Materials;2015-03-13

4. Developments of Mindlin-Reissner Plate Elements;Mathematical Problems in Engineering;2015

5. OPTIMAL NODE LOCATION IN TRIANGULAR PLATE BENDING ELEMENTS;International Journal of Computational Methods;2014-10

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