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PEŠEK, O. MELCHER, J.
Original Title
Influence of Shear Forces on Deformation of Structural Glass Beams
Type
conference paper
Language
English
Original Abstract
This paper deals with actual behaviour of beams of structural glass. Simple beam was modeled in software based on finite element method. Due to the manufacturing process of structural glass components the cross-section is rectangular. Set of rectangular cross-section was modeled with variable aspect ratio ranging from 20 to 0,03. Numerical models were realized using space, planar and one dimensional finite elements and both linear and nonlinear solutions were performed. Results from numerical modeling were compared with analytical calculation results. In analytical computation deflections due to bending and shear were considered.
Keywords
Structural glass beam, glass stairs, glass building envelope, bending deflection, shear deflection, nonlinear analysis, final element method
Authors
PEŠEK, O.; MELCHER, J.
RIV year
2012
Released
2. 12. 2012
Publisher
WSEAS Press
Location
Paris, France
ISBN
978-1-61804-137-1
Book
Proceedings of 3rd European Conference of Civil Engineering (ECCIE'12)
2227-4588
Periodical
Advances in Mathematical and Computational Methods
State
Hellenic Republic
Pages from
240
Pages to
245
Pages count
6
BibTex
@inproceedings{BUT95930, author="Ondřej {Pešek} and Jindřich {Melcher}", title="Influence of Shear Forces on Deformation of Structural Glass Beams", booktitle="Proceedings of 3rd European Conference of Civil Engineering (ECCIE'12)", year="2012", journal="Advances in Mathematical and Computational Methods", pages="240--245", publisher="WSEAS Press", address="Paris, France", isbn="978-1-61804-137-1", issn="2227-4588" }