A new four-node quadrilateral plate bending element for highly sparse and banded flexibility matrices

DOI10.1007/s00707-009-0180-5zbMath1381.74067OpenAlexW2068091372MaRDI QIDQ846100

E. Naseri Nasab, Ali Kaveh

Publication date: 1 February 2010

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00707-009-0180-5

Mathematics Subject Classification ID

Plates (74K20) Thermal effects in solid mechanics (74F05)

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A new four-node quadrilateral plate bending element for highly sparse and banded flexibility matrices

Cites Work

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• A new four-node quadrilateral plate bending element for highly sparse and banded flexibility matrices
• Sparse null basis computations in structural optimization
• A combinatorial optimization problem: optimal generalized cycle bases
• Improved cycle bases for the flexibility analysis of structures
• Sparse self-stress matrices for the finite element force method
• On computational procedures for the force method
• The integrated force method versus the standard force method
• The variational energy formulation for the integrated force method
• The Null Space Problem I. Complexity
• Computing a Sparse Basis for the Null Space
• The Null Space Problem II. Algorithms
• An alternative method for finite element analysis: a combinatorial approach to the flexibility method for structural continua and to analogous methods in field analysis
• An efficient graph‐theoretical force method for three‐dimensional finite element analysis
• A Problem in Applied Topology: on the Selection of Cycles for the Flexibility Analysis of Skeletal Structures