Detail publikace

STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING

Originální název

STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING

Anglický název

STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING

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.

BibTex


@inproceedings{BUT10458,
  author="Jindřich {Petruška} and Antonín {Čalkovský}",
  title="STRESS AND DEFLECTION OF OPEN THINWALLED BEAM WITH RESTRAINED WARPING",
  annote="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.",
  address="Warsaw University of Technology",
  booktitle="19th Danubia-Adria Symposium",
  chapter="10458",
  institution="Warsaw University of Technology",
  year="2002",
  month="september",
  pages="204",
  publisher="Warsaw University of Technology",
  type="conference paper"
}