Detail publikace

Sensitivity Analysis of the State of Stress in the Crack-Prone Areas of Breathing Webs

Originální název

Sensitivity Analysis of the State of Stress in the Crack-Prone Areas of Breathing Webs

Anglický název

Sensitivity Analysis of the State of Stress in the Crack-Prone Areas of Breathing Webs

Jazyk

en

Originální abstrakt

The study is divided into two parts: (i) in the first one, the plate girder is considered to be exposed to quasi-constant loading (i.e. to loads which are either constant or repeated in a very small number of cycles), while (ii) in the other one, the girder is assumed to be subjected to many times repeated loading. The theoretical analysis was based on a non linear variant of the finite element method, the girder being modeled by means of shell elements and the ANSYS program being applied. All input imperfections were considered to be random quantities. The statistical distributions was introduced according to both experimentally obtained results and data given in literature.

Anglický abstrakt

The study is divided into two parts: (i) in the first one, the plate girder is considered to be exposed to quasi-constant loading (i.e. to loads which are either constant or repeated in a very small number of cycles), while (ii) in the other one, the girder is assumed to be subjected to many times repeated loading. The theoretical analysis was based on a non linear variant of the finite element method, the girder being modeled by means of shell elements and the ANSYS program being applied. All input imperfections were considered to be random quantities. The statistical distributions was introduced according to both experimentally obtained results and data given in literature.

BibTex


@inproceedings{BUT21016,
  author="Zdeněk {Kala} and Jiří {Kala} and Miroslav {Škaloud} and Břetislav {Teplý}",
  title="Sensitivity Analysis of the State of Stress in the Crack-Prone Areas of Breathing Webs",
  annote="The study is divided into two parts: (i) in the first one, the plate girder is considered to be exposed to quasi-constant loading (i.e. to loads which are either constant or repeated in a very small number of cycles), while (ii) in the other one, the girder is assumed to be subjected to many times repeated loading. The theoretical analysis was based on a non linear variant of the finite element method, the girder being modeled by means of shell elements and the ANSYS program being applied. All input imperfections were considered to be random quantities. The statistical distributions was introduced according to both experimentally obtained results and data given in literature.",
  address="Wydawnicto naukowe",
  booktitle="Lightweight Structures in Civil Engineering",
  chapter="21016",
  institution="Wydawnicto naukowe",
  year="2005",
  month="september",
  pages="219--228",
  publisher="Wydawnicto naukowe",
  type="conference paper"
}