Detail publikace

Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis

HOLOMEK, J. BAJER, M. BARNAT, J.

Originální název

Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis

Anglický název

Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis

Jazyk

en

Originální abstrakt

Design of the composite slab according to valid codes is governed by semi-empirical methods using bending tests to obtain unique parameters for each type of sheeting. Smaller and less expensive shear slip-block tests are considered as a meaning to obtain shear characteristics of the sheeting, which could be used for design of the sheeting. In our laboratory bending tests with different load arrangements and shear test were performed. The key role in load bearing capacity of the slab has the shear connection between steel sheeting and concrete. The FE (Finite Element) modelling of the connection must deal with a complicated geometry of the embossments and several possible failure mechanisms.

Anglický abstrakt

Design of the composite slab according to valid codes is governed by semi-empirical methods using bending tests to obtain unique parameters for each type of sheeting. Smaller and less expensive shear slip-block tests are considered as a meaning to obtain shear characteristics of the sheeting, which could be used for design of the sheeting. In our laboratory bending tests with different load arrangements and shear test were performed. The key role in load bearing capacity of the slab has the shear connection between steel sheeting and concrete. The FE (Finite Element) modelling of the connection must deal with a complicated geometry of the embossments and several possible failure mechanisms.

Dokumenty

BibTex


@inproceedings{BUT104990,
  author="Josef {Holomek} and Miroslav {Bajer} and Jan {Barnat}",
  title="Effect of Prestressed Embossments Under Various Types of Loading Using FEM Analysis",
  annote="Design of the composite slab according to valid codes is governed by semi-empirical methods using bending tests to obtain unique parameters for each type of sheeting. Smaller and less expensive shear slip-block tests are considered as a meaning to obtain shear characteristics of the sheeting, which could be used for design of the sheeting. In our laboratory bending tests with different load arrangements and shear test were performed. The key role in load bearing capacity of the slab has the shear connection between steel sheeting and concrete. The FE (Finite Element) modelling of the connection must deal with a complicated geometry of the embossments and several possible failure mechanisms.",
  booktitle="VI International Conference on Adaptive Modeling and Simulations ADMOS 2013",
  chapter="104990",
  howpublished="electronic, physical medium",
  year="2013",
  month="june",
  pages="338--346",
  type="conference paper"
}