Publication detail

Time-dependent and Materially Non-linear Analysis of Concrete Structures

PĚNČÍK, J.

Original Title

Time-dependent and Materially Non-linear Analysis of Concrete Structures

English Title

Time-dependent and Materially Non-linear Analysis of Concrete Structures

Type

conference paper

Language

en

Original Abstract

The paper presents a method and computational program for the time-dependent and material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models, which are based on the theory of plasticity and fracture mechanics, and rheological effects, which are based on the viskoelastic theory. For the analysis, the ANSYS computational system with the user beam element BEAM-USER is used.

English abstract

The paper presents a method and computational program for the time-dependent and material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models, which are based on the theory of plasticity and fracture mechanics, and rheological effects, which are based on the viskoelastic theory. For the analysis, the ANSYS computational system with the user beam element BEAM-USER is used.

Keywords

Material, Non-linear, Analysis, ANSYS

RIV year

2003

Released

02.09.2002

Publisher

ATOS Poligrafia-Reklama

Location

Warszawa, Poland

Pages from

217

Pages to

218

Pages count

2

BibTex


@inproceedings{BUT9988,
  author="Jan {Pěnčík}",
  title="Time-dependent and Materially Non-linear Analysis of Concrete Structures",
  annote="The paper presents a method and computational program for the time-dependent and material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models, which are based on the theory of plasticity and fracture mechanics, and rheological effects, which are based on the viskoelastic theory. For the analysis, the ANSYS computational system with the user beam element BEAM-USER is used.",
  address="ATOS Poligrafia-Reklama",
  booktitle="Volume of abstracts of the 34th Solid Mechanics Conference",
  chapter="9988",
  institution="ATOS Poligrafia-Reklama",
  year="2002",
  month="september",
  pages="217--218",
  publisher="ATOS Poligrafia-Reklama",
  type="conference paper"
}