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Applying a fracture mechanics approach on FRC beams, material testing and structural analysis

Anette Jansson (Institutionen för bygg- och miljöteknik, Konstruktionsteknik) ; Ingemar Löfgren ; Kent Gylltoft (Institutionen för bygg- och miljöteknik, Konstruktionsteknik)
Submitted to Journal of Advanced Concrete Technology (2008)
[Artikel, övrig vetenskaplig]

The presented work has been focused on strain-softening FRC and the interrelationship between material properties and structural behaviour. The main purpose of this work was to establish a procedure for structural analysis of flexural members with a combination of steel fibres and conventional reinforcement. A systematic approach for material testing and structural analysis, based on fracture mechanics, has been used and this covers: (1) material testing; (2) inverse analysis; (3) adjustment of the -w relationship for fibre efficiency; and (4) cross-sectional and structural analysis. The results suggest that the approach used for the material testing provides the necessary properties to perform analyses based on non-linear fracture mechanics. The structural behaviour could be predicted with good agreement with FEM using both bi-linear and multi-linear -w relationships. When comparing the peak loads obtained in the experiments with the results from the analyses, the agreement was good, with a high correlation. This demonstrates the strength of the fracture-mechanics approach for material testing and structural analysis.

Nyckelord: fibre-reinforced concrete, fracture mechanics, stress-crack opening relationship, inverse analysis

Denna post skapades 2008-03-04. Senast ändrad 2016-09-14.
CPL Pubid: 68893


Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Konstruktionsteknik (2005-2017)


Teknisk mekanik

Chalmers infrastruktur

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Denna publikation ingår i:

Fibres in reinforced concrete structures - analysis, experiments and design