Transition Plate Bending Elements with Variable Nodes

Chang-Koon Choi and Yong-Myung Park
Additional contact information
Chang-Koon Choi: Korea Advanced Institute of Science and Technology, Department of Civil Engineering
Yong-Myung Park: Korea Advanced Institute of Science and Technology, Department of Civil Engineering

Chapter D31 in Numerical Techniques for Engineering Analysis and Design, 1987, pp 271-278 from Springer

Abstract: Abstract In this study, the developement of 5- and 6-node transition plate bending elements was presented. The mixed use of these elements and regular 4-node elements enable us to refine the mesh of plate locally where the steep displacement or stress gradient exists. The overestimation of the stiffness pertinent to shear in isoparametric plate bending elements can be cured efficiently by addition of nonconforming displacement modes.

Date: 1987
References: Add references at CitEc
Citations:

There are no downloads for this item, see the EconPapers FAQ for hints about obtaining it.

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:spr:sprchp:978-94-009-3653-9_31

Ordering information: This item can be ordered from
http://www.springer.com/9789400936539

DOI: 10.1007/978-94-009-3653-9_31

Access Statistics for this chapter

More chapters in Springer Books from Springer
Bibliographic data for series maintained by Sonal Shukla () and Springer Nature Abstracting and Indexing ().