Publication detail

Lateral-Torsional Buckling of Glass Members

PEŠEK, O. MELCHER, J.

Original Title

Lateral-Torsional Buckling of Glass Members

Type

journal article - other

Language

English

Original Abstract

This paper deals with design procedure of structural glass beams subjected to lateral-torsional buckling. Because of slenderness of glass plates, it is necessary to the stability take into account. Results of numerical solution and analytical solution are compared in graphs. The evaluation of bending moment capacity by buckling curves approach is described. Because of use of laminated safety glass members in practice, effective bending stiffness and effective torsion stiffness are determined by sandwich theory. From parametric study which was carried out, it is obvious that significant influence of critical lateral-torsional buckling moment (and hence bending moment capacity) has shear modulus of interlayer. Material properties of polyvinyl butyral foil used for interlayer depends on environment temperature and the load duration and it is not possible to simple determine of its.

Keywords

Laminated glass, lateral-torsional buckling, sandwich theory, second order numerical solution

Authors

PEŠEK, O.; MELCHER, J.

RIV year

2013

Released

14. 10. 2013

Publisher

WASET

Location

Barcelona

ISBN

2010-376X

Periodical

World Academy of Science, Engineering and Technology

Year of study

2013

Number

82

State

Republic of Indonesia

Pages from

430

Pages to

437

Pages count

8

BibTex

@article{BUT101994,
  author="Ondřej {Pešek} and Jindřich {Melcher}",
  title="Lateral-Torsional Buckling of Glass Members",
  journal="World Academy of Science, Engineering and Technology",
  year="2013",
  volume="2013",
  number="82",
  pages="430--437",
  issn="2010-376X"
}