Publication detail

STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING

PETRUŠKA, J. ČALKOVSKÝ, A.

English title

STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING

Type

conference paper

Language

en

Original abstract

Restrained warping of thinwalled beams is caused by discontinuity of their geometry, loading, or by built-in cross section at the end of beam. These situations give rise to secondary stress, which can have a substantial influence on the safety of the structure. Evaluation of this stress and its distribution along the beam length is the subject of this paper.

English abstract

Restrained warping of thinwalled beams is caused by discontinuity of their geometry, loading, or by built-in cross section at the end of beam. These situations give rise to secondary stress, which can have a substantial influence on the safety of the structure. Evaluation of this stress and its distribution along the beam length is the subject of this paper.

Keywords in English

thinwalled beams, restrained warping

RIV year

2002

Released

25.09.2002

Publisher

Warsaw University of Technology

Location

Polanica Zdroj

ISBN

80-214-2116-8

Book

19th Danubia-Adria Symposium

Pages count

2

BIBTEX


@inproceedings{BUT10458,
  author="Jindřich {Petruška} and Antonín {Čalkovský},
  title="STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING",
  booktitle="19th Danubia-Adria Symposium",
  year="2002",
  month="September",
  publisher="Warsaw University of Technology",
  address="Polanica Zdroj",
  isbn="80-214-2116-8"
}