Analysis of the connection of the timber-fiber concrete composite structure

This paper deals with an implementation of the material parameters of the connection to complex models for analysis of the timber-fiber concrete composite structures. The aim of this article is to present a possible way of idealization of the continuous contact model that approximates the actual beh...

Full description

Saved in:
Bibliographic Details
Published in:IOP conference series. Materials Science and Engineering 2017-09, Vol.236 (1), p.12067
Main Authors: Holý, Milan, Vráblík, Lukáš, Petřík, Vojtěch
Format: Article
Language:English
Subjects:
Composite structures
Concrete
Concrete structures
Fiber reinforced concretes
Mathematical models
Numerical analysis
Parameters
Reinforced concrete
Shear tests
Citations: Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:This paper deals with an implementation of the material parameters of the connection to complex models for analysis of the timber-fiber concrete composite structures. The aim of this article is to present a possible way of idealization of the continuous contact model that approximates the actual behavior of timber-fiber reinforced concrete structures. The presented model of the connection was derived from push-out shear tests. It was approved by use of the nonlinear numerical analysis, that it can be achieved a very good compliance between results of numerical simulations and results of the experiments by a suitable choice of the material parameters of the continuous contact. Finally, an application for an analytical calculation of timber-fiber concrete composite structures is developed for the practical use in engineering praxis. The input material parameters for the analytical model was received using data from experiments.
ISSN:1757-8981
1757-899X
DOI:10.1088/1757-899X/236/1/012067