Detail publikace

STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING

PETRUŠKA, J. ČALKOVSKÝ, A.

Anglický název

STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

en

Originální abstrakt

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.

Anglický abstrakt

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.

Klíčová slova anglicky

thinwalled beams, restrained warping

Rok RIV

2002

Vydáno

25.09.2002

Nakladatel

Warsaw University of Technology

Místo

Polanica Zdroj

ISBN

80-214-2116-8

Kniha

19th Danubia-Adria Symposium

Počet stran

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"
}