Detail publikace

Examination of steel column, concrete foot and soil foundation interaction

BAJER, M. KALA, J.

Originální název

Examination of steel column, concrete foot and soil foundation interaction

Anglický název

Examination of steel column, concrete foot and soil foundation interaction

Jazyk

en

Originální abstrakt

In the article, the anchoring of the steel column is analysed - the behaviour of steel parts of the anchorage system (steel footage plate, pre-made bolt or additional steel anchorage), concrete block and soil foundation. The influence of anchorage join rigidity and soil consistence on stress state, deformation and displacemet of partial anchorage elements are observed. The complex model was made by ANSYS progremme which enables the authors to follow the strees distribution and the displacement of anchorage plate, the strees state along the anchorage pre-made bolt or additional anchorage, the strees state and crack areas in concrete block, the strees and settlement in soil.

Anglický abstrakt

In the article, the anchoring of the steel column is analysed - the behaviour of steel parts of the anchorage system (steel footage plate, pre-made bolt or additional steel anchorage), concrete block and soil foundation. The influence of anchorage join rigidity and soil consistence on stress state, deformation and displacemet of partial anchorage elements are observed. The complex model was made by ANSYS progremme which enables the authors to follow the strees distribution and the displacement of anchorage plate, the strees state along the anchorage pre-made bolt or additional anchorage, the strees state and crack areas in concrete block, the strees and settlement in soil.

Dokumenty

BibTex


@inproceedings{BUT21344,
  author="Miroslav {Bajer} and Jiří {Kala}",
  title="Examination of steel column, concrete foot and soil foundation interaction",
  annote="In the article, the anchoring of the steel column is analysed - the behaviour of steel parts of the anchorage system (steel footage plate, pre-made bolt or additional steel anchorage), concrete block and soil foundation. The influence of anchorage join rigidity and soil consistence on stress state, deformation and displacemet of partial anchorage elements are observed. The complex model was made by ANSYS progremme which enables the authors to follow the strees distribution and the displacement of anchorage plate, the strees state along the anchorage pre-made bolt or additional anchorage, the strees state and crack areas in concrete block, the strees and settlement in soil.",
  booktitle="ICEFA-I First International Conference on Engineering Failure Analysis 2004",
  chapter="21344",
  year="2004",
  month="july",
  pages="P2.08--P2.08",
  type="conference paper"
}