Modified third order shear-deformation model for anisotropic glulam beams via three-field mixed finite-element formulation
Author:
Affiliation:
1. Civil Engineering Department, University of Coimbra, Coimbra, Portugal
2. INESC Coimbra, Coimbra, Portugal
3. ISISE, ARISE, Coimbra, Portugal
Funder
Portuguese Foundation for Science and Technology
Institute for Systems Engineering and Computers at Coimbra, INESCC
Institute for Sustainability and Innovation in Engineering Structures, ISISE
Publisher
Informa UK Limited
Subject
General Materials Science
Link
https://www.tandfonline.com/doi/pdf/10.1080/17480272.2023.2286445
Reference24 articles.
1. Shear locking in one-dimensional finite element methods
2. CSI 2021. SAP2000 integrated software for structural analysis and design . Berkeley: Computers and Structures Inc.
3. Dias A. et al. 2011. Timber-concrete practical applications – bridge case study. ICE Proceedings Structures and Buildings 164 (2) 130–140.
4. Dias da Silva, V., 2006. Mechanics and strength of materials. Berlin, Heidelberg: Springer.
5. Dym, C.L. and Shames, I.H., 1985. Energy and finite element methods in structural mechanics. New York: Hemisphere.
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